my?“ 1*»... s. “fly-up.» 'wmm.w » .3 ‘ IIWWHWWIIIWHWHWI Wehigcn ‘ ‘ “' '7‘: -- 3 129301072 2365 f- u This is to certify that the dissertation entitled Elastic Anisotropy in the Baraboo Quartzite, Baraboo, Wisconsin presented by James Matthew Carty has been accepted towards fulfillment of the requirements for Masters degree in Geology . MQW Major professor Date jam I?) /?85 ”Hugh F. Bennett MS U i: an Waive Action/Equal Opportunity Institution 0-12771 MSU LIBRARIES V RETURNING MATERIALS: Place in book drop to remove this checkout from your record. FINES will be charged if book is returned after the date stamped below. gifildlit Ii’I. ELASTIC ANISOTROPY lN THE BARABOO QUARTZITE; BARABOO, WiSCONSlN By James Matthew Carty A THESE Submitted to Micnigan State University in partial fulfillment for the degree of MASTER OF SCIENCE l 985 I! \g ‘0 {.1 Abstract ELASTIC ANlSOTROPY IN THE BARABOO OUARTZlTE; BARABOO, WISCONSIN BY James Matthew Carty A suite of rock samples from the Baraboo Ouartzite were tested for velocity anisotropy in order to observe if any pattern of elastic anisotropy exists in this teCtonical‘ey deformed region. it is suggested that from such a study one car. infer the strain patterns present at the time of metamorphism. The concept of the 0 ellipsoid was used to determine the anisotropic orientations for rock samples. The following conclusions are made. llAll rocks tested cssess elastic anisotropy. 2) The elastic anisotropy has a reg on al trend indicating a minimum strain directior parallel to the hinge line of the syncline. ‘3) The observed anisotropy correlates well with the preferred ailigrzment of elongate ouartz grains, and may be related to tre relative number of grain hour-dries enco'c ntered by a wave to" eachp , "C opatag at‘lon direct ion 4)- The orientati o" of elastic ar‘sotropy ca". bet :seo’ to interpret stress and strain relationships in a tec toni cally deformecr gion ACKNOWLEDGEMENTS: i would like to thank Dr. Hugh F. Bennett for his help and guidance through out the study i would also WI sh to thank Dr F W Cambray and Dr. Thomas A. Vogei for their time and assistance during this study. l thank Jim Raab for providing me with his grain shape data and analysis. A special thanks goes out to my friends in and near office 236,; l-Ir. Mike Takacs, Srgt. Steve Mraz, J Franz Carr, Jimmy Tolbert, Dale RezbeK?, Tim Wilson, Kyle Walden, and Rich "Rocket" Roty for their emetiona‘ support, and for taKing my mind off the books once in a while. Otner friendsl would like to thanK in much the same light are Steve DworKin, Keith Hi l,l Tim Bartlet t, John Nelson, Steve Ronr,Jerry Grantham, and Bob "Champ“; Deooes. I wish to thank my parents most of all. Thank you for everything, and in particular, your er couragement during this project and throughout my entire education. TABI. E OF CONTENT S LIST OF TABLES ....................................... v LIST OF FIGURES ...................................... vi TNRODUC I ION ........................................ i CAUSES OF ELASTIC. ANESOTRODY ........................... 7 REG ONAL GEOLOGY, BARABOO, WI. SCOIN‘S N .................... l2 PREVIOUS WORK ...................................... l7 M: THODS USED TO DETERMINE THE ANISOT ROP'IC ORIENTATION ....... 2i DATA ANALYSIS ...................................... 28 Major Axes ....................................... 28 MM Axes ....................................... 33 Intermediate Axes ................................. 35 Axial Ratio Data ................................... 3S DISCO SSIOIN ......................................... 38 CONCLUSIONS ........................................ S4 ADDENDI l “47:0de ii Elastic Anisotropy ........................... S7 ARRENDIX 2 Direction-Velocity Chart ............................. 67 APRENDIX 3 t? ellipsoid Axes (Aroitrary CoordInate System) ............. 7'I TABLE OF CONTENTS cont... RPENDIX 4 0 eiIipsoid Axes (FinaI Orientation) ..................... 74 APPENDIX S Theoreticai Axiai Ratio From Crystaiiographic Effects On Anisotrooic Orientation .............................. 76 BIBLIOGRAPHY ....................................... 77 3V LIST OF TABLES Taoie 'I. Precambrian Statigraony of the Baraboo District ........ I3 Taoie 2. 0 eiiiosoid Axes,- Dip/Dip Direction ................. 26 \I Figure i. '71 (O (I ‘1 t 0 t9 Figure 6. Figure 7. LIST OF FIGURES Pre-Paleozoic Outcrops in the area of Baraboo VI Wisconsin .................................... 4 Geologic Cross Sections of the Baraboo Syncline ........ IS Time Measurement Schematic Diagram ............... 23 Diagram of the Transducer Assemblies ............... 24 Stereoplots of the Principle Axes of the 0 ellipsoids. . . . .29 Map of the Baraboo Syncline, and Stereoplots illustrating Principle Axes of Elastic Anisotropy and Grain Shape .................................. 30 Axial Ratio Graph of the 0 ellipsoids and average Grain Shape ......................... 37 Stereoplot showing the Principle Axes Orientation of the 0 ellipsoid calculated for the Slate sample collected from the Cambrian Slate Belt of Wales ........ 4i Stereoplot showing the correlation between the axes of anisotropy and the average principle axes determined petrographically (Tilmann and Bennett, I 973) .......... 4S . StereOplot showing the correlation between the axes of anisotropy and the average principle axes determined petrograohicaily for sample OO32 .................. 4S ' .. Diagram showing the successive approximeation method of ‘inding the principle axes of a second-ram: tensor (Nye, I957. p. IES) ............... 62 INTRODUCTION Many studies using elastic wave velocity as a tool for interpretting stratigraphy, lithology, and other physical properties of rock assume that all rocks behave as an isotropic medium. Tilmann and Bennett (19732) measured elastic wave velocities in rocks. and established that the elastic shear wave birefringence can be used as a indicator of elastic anisotropy. The study reported that the rotation of the sample within a polarized shear wave field allows for the identification and measurement of the travel times of two orthogonally polarized shear waves. Although the sample may be nearly isotropic for P-wave velocities, the relative difference between the travel times of two orthogonally polarized shear waves establishes the existence of homogeneous anisotrooy. All samples tested in their study possessed shear wave birefringence and therefore were anisotropic. Tilmann and Bennett (I973a) interpret their results to indicate that elastic anisotropy may be the rule rather than the exception in rocks. The basis of this study stems from the probability that most rocks possess elastic anisotropy. Based upon this premise, it is the goal of I 2 this research to verify that there is a pattern of elastic anisotropy existing in rocks of a tectonically deformed geologic region, and furthermore to suggest the relationship between the observed anisotropy and the stress and strain patterns which presumably created the elastic anisotropy. In order to establish the orientation of anisotropy, the concept of the 0 ellipsoid has been developed by Bennett (l972). The 0 ellipsoid is a simple elastic stiffness figure the can be used as a tool for detecting and describing preferred crystallographic orientations. The 0 ellipsoid is a theoretical surface whose value for any particular direction Is the sum of the squares of the three seismic wave type phase velocities in that direction (Appendix 1). One of the advantages of the 0 ellipsoid technique for measuring anisotropy in rocks is that the orientation of 0 is determined by the gross make-up of the physical properties comprising the rock (Bennett, I972). Any large physical feature or group of small features that are part of the rock have an integrated effect on the overall patterns of anisotropy observed. As in other strain studies, It is an approximation to infer general tectonics of an area from the data received from very few samples. However, the orientation of the elastic anisotropy observed as the principle axes of the 0 ellipsoids may be helpful in the pursuit of a 3 complete understanding of the resultant stress-strain relationships present in a tectonically altered region. Other advantages of the elastic anisotropy technique result from the ellipticity of the 0 ellipsoid. in a single quartz crystal the ellipticity of the 0 ellipsoid (19%) is greater than the ellipticity of its optical indicatrix (0.6%). Thus, it is probable that the effects of any deformation in a rock body can be more easily measured through the orientation of elastic anisotropy. The rock type and structure chosen for this study was the Baraboo Ouartzite which makes up the Baraboo Synciine in south central Wisconsin (Figure I). This structure was chosen for a number of reasons. i) Part of the Baraboo Ouartzite is a very homogeneous, nearly monomineralic, rock consisting of more than 80% quartz grains. These grains range in size from fine sand to small pebbles (Dalziel and Dott, l970). 2) The structure is well exposed so that samples could be taken from different locations around the entire fold region. 3) The Baraboo Synciine is well mapped and studied thoroughly, therefore we have numerous models with which to compare our results in order to explain the causes of anisotropy and the anisotropic pattern observed. 4) A contemporary grain shape study has been completed on a similar suite of roots in the Baraboo area from identical or nearby outcrops (Raab. I 985). Figure I. Pre-Paleozoic outcrops in the area of Baraboo, Wisconsin. Inset map - regional setting. Sample and its respective collection location is denoted by the sample number. (From Dalziel and Stirewalt, I975; Dalziel and Dott, 1970.) .H mag zowa >dm 2.39 2N2. .3252 on.» 2033.5 magma a 5308 we o:.3...¢TI_< anagram mo moans momma—m (3.827% .x 333m BREE mo as use enfimiiT mange" madam 29:5 Elma o5 8:.”me ir mxoom msomcmHi 'l Savanna oBBBInHU coapdcdmxm 6 The principle 0 ellipsoid axes directions are compared to principle strain directions interpretted from the grain shape orientations. The objectives of this study are; I) to establish the orientation of anisotropy present in each of the samples collected from several localities on the Baraboo structure, 2) to determine if any pattern of anisotropy exists in the structure, 3) to compare the results of this study to others in the area that concentrated on stress and strain axes orientations, and 4) to evaluate possible causes of the observed anisotropy. CAUSES OF ELASTIC ANISOTROPY Tilmann and Bennett (i973a) concluded that anisotropy existed in all of the samples that they tested, and therefore anisotropy in rocks is probably the rule and not the exception. In order to evaluate any pattern of anisotropy that exists in this study, it is necessary to discuss and evaluate the various causes of anisotropy. Velocity anisotropy may occur when the individual (anisotropic) crystals in a material have preferred orientations over a volume large enough to affect the transmission of seismic waves (Bennett, l972). The anisotropy observed in the upper mantle may be caused by preferred orientation of of olivine and orthopyroxene crystals. These crystals have a pronounced velocity anisotropy (Crampin, et. al., I984). In crustal rocks anisotropy may be present in regions where recrystalization occurred, such as metamorphic terraines, or regions where fractional crystalization occurred producing a preferred crystallographic orientation within the rock. The multi-crystalline material will possess anisotropy if the individual crystals have sufficient velocity anisotropy 7 (Crampin, et. al., I984). A velocity and petrographic study done on a single Baraboo Ouartzite sample was used to relate preferred crystallographic orientation to the 0 ellipsoid orientation (Tilmann and Bennett, i973b). A plot of the c-axes orientations of the quartz crystals was scattered. However, the c-axes orientations were used to determine a mean optical indicatrix by summing all crystals with an associated optical indicatrix tied to each c-axis orientation. The summation of ellipsoids yields an ellipsoid, and the process used in their study weights each crystal equally. The principle axes of the measured 0 ellipsoid closely coincided with the principle axes of the mean optical indicatrix. The major sonic axis correlated well with the optic intermediate, the minor sonic axis correlated well with the major optic axis, and the intermediate sonic axis correlated well with the optic minor axis. It was concluded that the 0 ellipsoid method closely detects preferred crystal orientations, and that the close coincidence between the sonic and Optical surface axes in the nearly optically isotropic quartzite sample is strong evidence that subtle fabric orientation is accurately reflected by the sonic axes orientation. Another cause of velocity anisotropy is due to lithologic anisotropy (Crampin, et. al., I984). A sedimentary solid has lithologic anisotropy 9 when the individual grains, which may or may not be elastically anisotropic, are elongated or flattened. These shapes are alligned by gravity or fluid flow when the material is first deposited, or later by homogeneous deformation. Velocity was studied in argillaceous and carbonate rocks to a depth of 2 km (Brodov, et. al. l984). Anisotropy in carbonate rocks was found to be a function of their lithologic heterogeneity, the amount of ordered fracturing, and the amount of clay. The highest anisotropy was found in argillaceous rocks irrespective of their depth and degree of heterogeneity. A study on the Grenville marble (Tilmann and Bennett, l973b) showed that the anisotrooic orientation reflected structural layering and crystal fabric. The minimum velocities were oriented normal to the micaceous layering. An elastic wave travels slower in a direction perpendicular to the micaceous foliation (Brodov et.al., I984), creating the anisotropic effect of a layered medium (Postma, I955). Effective seismic anisotropy can also occur in an otherwise isotropic rock that contains a distribution of inclusions, such as dry (vapor filled) or liquid filled cracks or pores which have preferred orientations (Crampin, et. al., l984). Any preferred allignment of these cracks is likely to be the result of a variety of stress-induced processes. A study was completed by Babuska and Pros (I984) that related lO velocity anisotropy in quartzite to the distribution of microcracks. The velocity anisotrooy in their study was calculated using only P-waves. The orientations of 440 microcracks and 3 IS grain boundries were determined, and it was discovered that the direction of high P-wave velocities corresponded well to the directions where almost no perpendiculars to cracks and grain boundries were found. The correlation was slightly better for grain boundries than for microcracks. But more importantly, it was revealed that the nature of microdiscontinuities in rocks plays a very important role in the effects on the compressional wave velocities. In the study of a plastically deformed granite boulder (Tilmann and Bennett, 1973b) it was found that the principle shape axes of the ellipsoidal boulder and the 0 ellipsoid axes closely coincided. The granite had been homogeneously deformed during a regional tectonic event. It was concluded that the elastic anisotropic orientation accurately reflects subtle fabric orientation, and can be a useful technique in detecting and describing regional strain. in the present study a suite of quartzite samples was collected from various locations around the Baraboo Synciine. The measured anisotropy present in these samples may reflect an internal fabric caused by regional strain patterns. In order to interpret regional i I patterns of the anisotropy, it is necessary to look at the geology and structural history of the Baraboo region. REGIONAL GEOLOGY; BARABOO WISCONSIN The following is a brief description of the geology of the Baraboo region as indicated by Dalziel and Dott (l970). Precambrian rocks are locally exposed along the axis of the Wisconsin Arch as inliers to the flat-lying lower Paleozoic sediments. The largest and best known of these inliers occurs in the Columbia and Sauk Counties, south-central Wisconsin, where Precambrian rocks, mainly quartzite, form an elongate ring of hills known as the Baraboo Ranges (Figure l, page 4). The Baraboo Ranges consist of massive, pink, maroon, or purple colored Baraboo Ouartzite. The Baraboo Ouartzite is the oldest and most extensive member of the Baraboo Group. The Baraboo Group consists of the Baraboo Ouartzite, the Seeley Slate, and the Freedom Formation. The Baraboo Ouartzite is presumed to be more than 4000 feet thick, and appears to rest straigraphically upon poorly exposed acidic igneous rocks. The Precambrian succession in the Baraboo district inferred from subsurface as well as surface data is shown in table I. I2 l3 Table I. (Dalziel and Dott, I970) PRECAMBRIAN STRATIGRAPHY OF THEBARABOO DISTRICT ......... Rowley Creek Slate (maximum known thickness I49 feet). . . . . . . . . ........... Dake Ouartzite (maximum known thicknessZMfeet). . . . . . . . . . . ...................... (Unoonformity?)...................... . .Freedom Formation (dolomite and ferruginous slate; maximum thickness ..... 1000 feet) ........... Seeley Slate (maximum known thickness 370 feet). . . . . . . . . . . ............. Baraboo Ouartzite (thickness over 4000 feet). . . . . . . . . . . . . ...................... (Unconformity?)...................... .............. Rhyolitic "basement" (thickness unknown). . . . . . . . . . . . . . Only samples of Baraboo Ouartzite were collected for this study. In hand sample, and in thin section the quartzite appears isotropic with no obvious anisotropic pattern such as a well developed foliation or lineat‘on. The quartzite is massive, and consists of more than 80% quartz grains that range in size from medium to coarse size sand grains with sporadic rounded granuals and fine pebbles. in thin section the grains are Observed to be heavily sutured. The pebbles are most commonly white quartz, and rarely exceed one inch in diameter. An argi’laceous rock is commonly found within the Baraboo Ouartzite. Phyllite occurs as layers or lenses within massive quartzite beds. Most phyllite layers are only a few inches thick, but some reach 14 several feet in thickness. These localities occur at the same high stratigraphic level in the Baraboo Ouartzite and are roughly on strike with one another. Mineral assembleges in the phyllite determined by X-ray diffraction indicate that the Baraboo Ouartzite reached the lower greenshist f acies of regional metamorphism. The entire Precambrian section has been folded into a complex doubly plunging syncline with an axial surface striking approximately east - northeast and west-southwest, and dipping steeply north-northwest. At the present level of erosion, the syncline is about 25 miles long and has a maximum width of IO miles. The north limb is nearly vertical and the south limb dips gently northwards, generally about lS° (Figure 2). The Precambrian rocks of the Baraboo district were probably deposited and tectonically deformed in a Precambrian mobile belt. Most of the structures observed can be attributed to the effects of one main phase of deformation during which the Baraboo Syncline was formed. Some structures observed only in the phyllitic layers are the results of one or two later, but not unrelated deformation episodes. The various structures record different stages in the strain history that resulted from one regional stress system. The axial plane is highly variable throughout the length of the fold. A 15 nus-3120.338 a§§3I0.35.§u18u—£ fxlwoagsfllaailflvnciilg; al.—5359's; .3333}. nag-.88.”. .93...” .88. £8 333%.3823335133g4930vu 2.5.: . l6 rough estimate of the axial plane may be based on measurements of the quartzite cleavage at the two closures. The axial plane dips from approximately 6S'/3SO‘ to 707350“. The plunge of the syncline at the two closures is based on bedding-cleavage intersections. The pluge of the eastern and western closure are 2S’/27S', and 2S'/07S' respectively. PREVIOUS WORK Much of the early work on the petrology, structural geometry, and structural relationships was done near the early part of this century. Weidman (I904) correctly recorded the stuctural geometry of the Baraboo Syncline and Baraboo Ouartzite. It is accepted that Van Hise (I893) was first to appreciate the structural configuration of the quartzite on the basis of bedding/cleavage relations. (Dalziel and Dott, i970) Other studies on the analysis of the structure have also been completed. Riley (l947) did structural analysis on a microscopic scale. His data was obtained in a study based on the structural relationships of deformed quartz grains. Dalziel (I969) completed a study on the structural relationships based on the orientation of quartz filled tention gashes. Dalziel and Stirewalt (i975) also did work on the "Stress history of fold development" of the area based on their interpretation of deformed quartz and tension gash orientations, and on a collection of data from Riley ( I947). I7 18 The study by Riley (1947) and Dalziel and Stirewalt (1975) determined stress directions in the Baraboo Syncline based on the interpretation of preferred orientation of quartz subfabric (c-axes, deformation lamellae, and microfractures) in the Baraboo Ouartzite. 0n the scale of the entire syncline the direction of least stress was interpreted to be nearly vertical and perpendicular to the hinge line of the f old. In hinge zones, the axes of greatest and intermediate stress lie in the bedding with the axis of greatest stress perpendicular to the hinge. However, on the fold limbs the axis of greatest stress was reported to be parallel to the hinge line (Dalziel and Stirewalt, 1975). Within this same study, the principle stress directions for the Baraboo Syncline was interpreted from tension-gash bands and extension joints. The results using the second criteria showed that, at the time of the formation of the nonslickensided extension fractures and the quartz filled tension-gash bands, the axis of least stress was parallel to the hinge line of the fold. The axis of greatest stress was close to being in the bedding and perpendicular to the hinge line (Dalziel and Stirewalt, 1975). Two distinctly different orientations for the principle axes of stress were interpretted from the two respective studies. Although the orientations of the principle axes of stress derived from the two studies are different, it is suggested that each strain feature represents a 19 different stage in the deformational history of the Baraboo Syncline. The stress system deduced from the tension-gash study is believed to have been in operation throughout a considerable part of the folding history. The data was interpretted to indicate that the axis of greatest stress basically has a north-south orientation, the axis of least stress has an east-west orientation, and the axis of intermediate stress is nearly vertical. it is believed that the quartz microfabric represents a stress pattern characteristic of a stage in the shortening history late in the fold development (Dalziel and Stirewalt, 1975). Another study, in progress, attempts to describe several structural relationships and the history of fold development of the Baraboo Syncline based on the principle axes orientation of deformed sand grains and pebbles that comprise Baraboo Ouartzite (Raab, 1985). Samples for that study were collected at many of the same geographic locations as this elastic anisotropy study. The method used to determine the preferred orientation of grain elongation is based on the method developed by Fry (1979). Grain deformation represents the strain response of the grains witrin the quartzite to an induced stress. The long axis of the grains is the 31 direction which represents the direction of least compressional finite strain (Hobbs, et. al.,1976). The short axis is the %3 direction, and the direction of maximum compressional finite strain. 20 The results of Raab's (1985) study indicate that the orientation of 13 is generally north-south, parallel to the axis of maximum regional compression, and M is parallel to the hinge of the syncline. The interpretation of the data indicates that the direction of least compressional finite strain was parallel to the hinge line. The finite strain directions inferred by the grain shape study are in general agreement with the stress directions interpretted from the tension-gash and extension joint study completed by Dalziel and Stirewalt (I975). METHODS USED TO DETERMINE THE ANISOTROPIC ORIENTATION All of the samples collected are Baraboo Ouartzite and contained no observeable minerals other than quartz grains, which are observed microscopically to be highly sutured. A suite of samples was collected from various sites on the Baraboo syncline. These sites varied in geographic location representing a vast area of the structure (Figure I). The samples were collected from the north limb, where the beds are nearly vertical and may be overturned, the south limb, where the beds dip gently toward the north-northwest, and near both the western and eastern closures of the syncline. All of the samples measured for anISOtropy were oriented in the field with respect to the geographic north and horizonal. Samples 0032 and UPN23 were collected and oriented in the field by Raab (1985). Once the samples were collected, they were cut into an approximately 4 X 4 inch cube, with each cubic face labelled as to its proper geographic orientation. Sample 4 was cut into two Cubes, 4A and 48. Further cutting of the cube edges and the corners produced a 26 Sided shape posessmg octrahedral and dodecahedral faces. The cubic 2i 22 faces were chosen as the arbitrary X, y, and 2 directions with the apprOpriate Miller indicies. The dodecahedral and the octrahedral faces were then oriented with their appropriate Miller indicies with respect to the original cubic faces. The measurement of the wave velocities is performed on a special set-up devised by Bennett (1968) (Figure 3) patterned after Birch (1960) and Jamison et. al. (1963). A lathe holds the sample, and measures the distance between the transducers. The time taken by a wave to travel througn the entire device, the transit time, is simultaneously displayed on the oscilliscope (CRT), and is measured with respect to the excitation pulse time. The transit time is equal to the time taken by the wave to travel through the apparatus and the sample (Figure 4). 0n the CRT there are two signal traces (Figure 3). The first signal displays wave transit times. In order to calculate the time taken to travel through the sample only, the zero sample length time for the P -wave and the shear wave are subtracted from the respective total transit times. This procedure is done by simply joining the two wave guides together without a sample and recording the apparatus transit time. The other signal constantly displays the excitation pulse time to which the transit time is referenced (Figure 3). Both the excitation pulse time and the apparatus transit time are subtracted from the total 23 mmoomHAAHomo .Aowmfiv spawn poems ubcnmppdm smnmwan oapmemnom pcmsoHSwwmz made Amwmfi .pvoccmmv .m onsmfim .Amz< 1: \ \ -- ES wan 028.854. =l \ , .Amz< moecoo may mcams Awwmfiv vvmccmm an Umnmawwo madansmmm< Hmozvmcmne map Mo smnmman Awwmfl .ppmccmmv .3 mnsmah OUBG .. m>m>> I_< n_ .. N 25 time leaving only the time taken for each wave to travel through the sample. The travel times of the P-wave and the orthogonal shear wave set are measured without removing the sample from the lathe. The first shear wave is identified on the CRT and its time is measured. The sample is rotated 90' on the devise so that the separation between the two snear waves can be observed. The second orthogonal shear wave is identified, and its time is recorded from the CRT. The P-wave is tnen located, and its time is recorded from the CRT. The lathe is designed to measure the distance between the two wave guides. The length measured represents the distance that each wave must travel for that direction. This distance is the length of the sample. it is now a simple equation to determine the velocity of wave ravelling through the sample; Distance/time = velocity. The velocities measured are absolute between different samples (Appendix 2; Time, distance, direction, and velocity). The 0 ellipsoid for each sample is calculated as a matrix solution using the methods discussed in the section on modelling the 0 ellipsoid (Appendix 1). An ellipsoid can be defined using values that represent six directioins. The 0 ellipsoids are defined using the 01' values in nine to thirteen directions in order to least square fit the best 0 ellipsoid to 26 the data. This 0 ellipsoid is oriented with respect to an arbitrarily chosen X, y, and z coordinate system (Appendix 3). The 0 ellipsoid is then oriented with respect to the geographic x; y; and z'coordinates, shown in Appendix 4, using methods previously discussed in Appendix 1. The final adjustment to azimuth and hade of the principle axes are calculated from the column vectors in the final geographically oriented 0 ellipsoid matrix. The azimuth and hade of the axes are then adjusted and recorded as dip and dip-direction (Table 2). 4A 48 II UPN23 0032 Q ELLIPSOID AXES:OLP/DIPDIRECTION I;.O.;. 38’l087‘ 18°/092‘ l6'/058° 21’/19l‘ 49‘/156‘ 53°/123° 2°/26S° 60'/OS4' 2'/083° I L0: ; 4‘/352‘ 72'/263° 74°l224° 22‘l092' 4l‘l326‘ 35°/290° 4‘/355° 18‘/176' 25‘/171' p . . A . - SI'/255° l‘/OOl‘ 3°ll49‘ 59'/322‘ l‘l240' 8°/023' 86°/160‘ 23'/278° 65°/335‘ A .L The anisotropy observed in sample 4 is also involved in evaluating the reproducibility of the results. Sample 4 was made into two testable samples, 4A and 4B respectfully. The orientations of the two 0 ellipsoids derived from these two samples will be compared to each other as well as the anisotropy present over the entire Baraboo SLI‘UCLUFG. DATA ANALYSIS Shear wave birefringence was observed in all but one of the samples tested in this study, and therefore therefore displayed velocity anisotropy (Tilmann and Bennett, 1973a). Only one sample, sample 6, did not allow elastic waves to be transmitted. It was highly fractured, and therefore the velocities could not be measured. The anisotropic axes for the remaining samples were determined (Table 2), and the major, minor, and intermediate axes of the resulting 0 ellipsoids are plotted on stereogram projections (Figure 5). The ellipticity of the anisotropy was found from the magnitude of each principle axis of the calculated 0 ellipsoids (Appendix 3). WES: The 0 ellipsoid major axes for all samples, except 7 and 8, have orientations that generally trend in an east-west direction (Figure 5a). The major axes also tend to parallel the fold axis in samples 3, 4A, 4B, 9, i l, UPN23, and 0032 all of which have an east-west major axes trend (Figures 1 and 6). Only two of the samples, 7 and 8, displayed a large 28 (b) (C) Figure 5. Stereoplots (equal-area, lower hemisphere projections) of the principle axes of the Q ellipsoids. (a) Major axes; (b) Minor axes; (c) Intermediate axes. Figure 6 Stereoplots (equal-area, lower hemisphere projections) illustrating principle axes of elastic velocity anisotropy deduced from the O ellipsoid method. Also the principle axes of grain shape from data provided by Raab (1985). The solio lines on the stereoplots represent the bedding plane existing at each outcrop. The dashed lines on the stere0plots represent the cleavage plane existing at each outcrop. 0 ellipsoid axes Grain shape axes (4A, 48 only) Major . Long ( A1) 0 A Minor 1 Short (A3) D A in: Int. (A2) {5’ A * The 0 ellipsoid principle axes and the grain shape principle axes orientations are‘determined from the same sample. ** The samples used for determination of the 0 ellipsoid and the grain shape prinClpIe axes orientation were collected from the same outcrop. 31 Figure 6. 32 diviation from the basic trend. These two exceptions both have major axes with a north-south trend. In Figure 6 the 0 ellipsoid orientations are plotted along with the orientations of grain shape data taken from a recent study (Rabb, I985). The stereoplots combined the 0 ellipsoid and the grain shape data for sets where samples were collected at the same or nearby outcrops. The elastic anisotropy and grain shape orientations were calculated from the same sample for locations 0032 and UPN23. These two samples show a good correlation between the orientation of the major 0 axis and the grain Shape long axis, A1. The grain shape and 0 ellipsoid data plotted on stereoplots 9 and 1 1A (Figure 6), were determined from samples collected from the same respective outcrops. There is a good correlation between the major 0 axis and the long axis, ‘AI, in stereoplot 1 1A, but not in stereoplot 9. The 0 ellipsoid data plotted on stereoplots 3, 4A, 4B, 7, 8, and I 18 (Figure 6), was compared with grain shape data calculated from samples collected from nearby outcrops. The grain shape data from sample UPN23 is also plotted on sample 3. The major 0 axis correlates well with the long axis, M. Grain shape data plotted with elastic anisotropy data from samples 4A and 48 were determined from samples collected at two different 33 outcrops on either side of a small anticline in the area. One sample was collected from an outcrop about one half mile north of site 4 where the beds dip to the north, and the other sample from an outcrop about one half mile to the south where the beds dip to the south. There is a good correlation between the major 0 axes in both 4A and 48. There is also a good correlation between the major 0 axes and the long grain axes, Al, between the four sample (Figure 6). Samples 7 and 8 have superimposed grain shape data obtained from a single sample collected about one mile east of sample location 8 near the entrance to Devil's Lake State Park in Figure 6. The major 0 elastic axes of either of the two samples does not correlate well with Al. The major elastic axis of anisotropy in sample 11, stereoolot 1 IB, is also compared to grain shape data from an outcrop at the nose of the eastern closure. As in 1 1A, there is a good correlation between the major elastic axis and the long axis, 9.1 (Figure 6). W: The minor axes of the 0 ellipsoid appear to lie in a plane perpendicular to the major axes trend, as expected, (Figure 5a and 5b), but the data displayed on Figure 6 indicates that there is some relationship between the bedding plane and the orientation of the minor 34 axis of anisotropy. Samples 3, 1 i, UPN23, 0032, 4A, and 48 all have minor axes orientations that are at a high angle to the bedding plane. Samples UPN23 and l I collected from locations near the western and eastern closures, and samples 3 and 0032 collected from outcrops located on the north limb have nearly horizonal minor 0 axes orientations dipping less than 25' and north-south azimuths (Figure 5b). The minor 0 axis orientation in samples 7, 8 and 9 has a different trend than the 0 ellipsoids calculated from the other samples. Samples 7, 8, and 9 seem to have minor axes orientations nearly within their respective bedding planes (Figure 6). The minor 0 axis orientations are also plotted with the grain shape results in Figure 6. There are two correlations that can be interpreted from the stereoolot. The first is the relationship between the orientation of the minor 0 axis and the orientation of the grain shape short axis, A3. This correlation occurs in samples 3, 9, and UPN23 (Figure 6). The second correlation is between the minor 0 axis andthe intermediate length, A2. Samples 4A, 4B, 1 1 (stereoplot 118), and 0032 show this correlation (Figure 6). These first two correlations interpreted from the data on the stereoplots are best made when the major 0 axis can be correlated with M. A third possible correlation between the minor 0 axes and the grain 35 shape M axes is not significant. Although sample 7 indicates this relationship, the result is interpreted as an exception because it exists in orrly one sample. Samples 8 and l 1A have no correlation between the minor axis of elastic anisotropy and any of the grain shape axes. "ne intermediate axes of the 0 ellipsoid are highly variable throughout the entire fold region. There appears to be an intermediate axes trend in a plane perpendicular to the major axes trend. There is no strnt‘e correlation between the intermediate 0 axes and the bedding olar-e. ax‘al plane, or regional geography (Figure 5c). in most cases there is a cooo correlation between the major 0 axis and M. it follows that the other 0 and snape axes ten: to lie a plane defined by the major 0 8X95 X*’- T T: :r-e magnitudes of the principle 0 axes were determined as shown in Aster-pix 3. The shape of the 0 ellipsoid can be determined with axial retire The 0 ellipsoid is prolate if the intermediate axis/minor axis ratio "as less than the major axis/intermediate axis ratio. The opposite relat'onsrzio yields an oblate ellipsoid. These 0 ellipsoid axial ratios 36 were blotted along with the axial ratios of grain snape (Raab, 1985) in order to interpret the data (Figure 7). The calculated 0 ellipsoids were mostly oblate in shape, and did not possess any Obvious relationship with the grain shape ratios. (X/N’.‘ 2.0. 1.8.. 1.6a 37 Prolate O b l a t e e UPN23.0032 ° 48 . 1.307 ‘9 .T4A I I T T Y T I T T I 1 0 1 2 1 4 1.6 1 B 2 0 (W2) Figure 7 Plot of the axial ratios of D ellipsmd and quartz grain Shapes X, V, and Z are the principle axes of the 0 ellipsmd and quartz grain shapes where X > V :- 2. Locations of grain shape data North Limb I South Limb . Eastern Closure * Western Closure® DISCUSSION A review of the equations governing wave velocity for both P-waves and shear waves travelling through an elastic media reveals that the velocity is controlled by elastic constants divided by the density of the media. v e (CU/[0W eq. (l) in equation (1), V is the velocity, Cij represents a collection of constants of elastic modulii, and p represents the density of the media (Dobrin, 1976) (Garland, 1979). Density is direction independent for the wave equation when the wave is travelling through one lithology. Therefore the change in velocity for a given direction must be controlled by directionally dependent elastic constants. Crampin (1984) wrote that all classes of anisotropy are more or less directly oriented by an existing or palaeo stress-field. A dependence on stress means that the observed anisotropic orientation can be interpreted in terms of the existing stress field at the time when the anisotropic allignments were 38 39 fixed. When a body of rock is subjected to a stress, the rock will strain, or deform, in order to most efficiently alleviate the stress applied. It is believed that the observed anisotropy in this study directly reflects strain patterns within the rock that resulted from the regional stress field which formed the Baraboo Syncline. In order to more fully understand the relationships between anisotropic orientation and strain, a slate sample collected from the Cambrian Slate Belt of Wales was tested for elastic anisotropy. The slate sample contained deformed reduction spots. The deformed reduction spots in the sample tested were were flattened. Each spot possesses one short axis and two long axes of nearly equal length. Reduction spots can be thought of as a physical strain ellipsoids, and their shape can be used to determine the direction of principle axes of strain (Ramsey, 1967) (Tulis and Wood, 1975) (Meyer, i983). The short axis of a reduction spot is equal to the direction of compressional strain, and the long axis of the reduction spot is the direction of extensional strain. The sample was arbitraraily oriented with the short axis of the redu tion spots being coincident with the (0,0,1) direction, and the long axes being coincident with the (1,0,0) and (0, l ,0) directions. The minor anisotrooic axis of the 0 ellipsoid for this sample closely coincided 40 with the (0,0, l ) direction of the sample, parallel to the direction of greatest compressional strain (Figure 8). The major and intermediate principle axes of the 0 ellipsoid were nearly equal in magnitude values and within the plane perpendicular to the axis of greatest compressional strain. Although the orientation of the strain induced anisotropy is also dependent on mineralogy of the sample, and the strain habits of that particular mineral group, it can be expected that in general the minor axis of the 0 ellipsoid is parallel to the direction of greatest strain. The major axis of the 0 ellipsoid should therefore be alligned parallel to the direction of least compressive strain in samples collected from tectonicly altered regions. A general overview of the geometry of the Baraboo Syncline suggests that the regional compressional strain direction was generally in a north-south direction, nearly perpendicular to the hinge line of the syncline, but finite strain patterns existing at the time of deformation were probably highly variable within the folding strata. The minor axes of the 0 ellipsoids from the north limb and fold closures have a north-south orientation (Figure 6). This trend does not exist in the samples collected from locations on the south limb (Figure 6). According to classic fold modelling, the orientation of least compressional strain f Figure 8. Stereoplot (equal-area, lower hemisphere projection) showing the orientation of the principle axes of the Q ellipsoid calculated for the slate sample collected from the Cambrian Slate Belt of Wales. Major I Minor 0 Intermediate . 42 at the time of folding should have been vertical. in general, the major axis orientation of the 0 ellipsoids are not vertical, but are oriented nearly parallel to the hinge line of the fold where the orientation of the intermediate strain axis is expected to be. The regional stress pattern at the time of deformation is thought to have been homogeneous, but the pattern of strain observed within the deformed sedimentary layering is very complex. The complexity of the observed strain pattern arises from the variations in lithology as well as the changes in fold geometry. Throughout the developmental history of the syncline, the orientation of the fold geometry changed relative to the assumed homogeneous regional stress field giving rise to futhur complexities in the observed strain patterns (Dalziel and Dott, l970). Several studies have been completed in the Baraboo Syncline region that discuss the orientation of the principle axes of stress and strain that may have affected the area during the deformation. Dalziel and Stirewalt (1975) studied the preferred orientations of quartz c-axes, quartz lamellae, microfractures, tension-gashes, and extension joints in order to locate the principle stress directions existing at the time of syncline formation. The stress axes deduced from the tension-gash study are in general agreement with the elastic anisoropy data interpretations. Therefore, the ODSGWGG anisotropic 43 pattern probably reflects strain patterns induced during the same phase of deformation that created the tension gashes. The stress directions inferred by the grain shape study are in good agreement with the results of the tension-gash and extension joint study competed by Dalziel and Stirewalt (1975). in therory, 13, the direction of greatest compressional strain, should be coincident with the direction of maximum stress (Hobbs, et. al., 1976). in most of the cases, the major axis, ‘ast direction, of the 0 ellipsoid possesses the same general trend as the ‘Xl direction (Figure 6), but the A3 direction of grain shape coincces with both minor and intermediate axes of the 0 ellipsoid (Figure 6). The observed major Q axes orientation correlates w ll with stress and strain directions interpreted from previous studies. in order to mc'e fully understand the relationship between anisotropic oriertations and regional deformation processes the causes of anisotropy must as evaluated. Structural layering due to the allignment of micaceous minerals couic :e a contributing factor in the observed anisotropy. Micaceous minerals tend to ailign in a plane perpendicular to an induced compressional strain. The effects of structural layering in the Baraboo Ouartzite may result from a micaceous foliation developed perpendicular to the regional compressional strain that caused folding and 44 metamorphism of the Baraboo Syncline. However, the quartzite samples collected are nearly pure quartz and possess no observeable micaceous foliation. The effect of structural layering due to the allignment of micaceous minerals could only be a minimal contributing factor in this study, and is not considered important to the anisotropic pattern observed. Tre observed anisotropy could be a result of crystallographic effects Within crustal rocks (Crampin et. al., 1984). The elastic anisotropy of a single quartz crystal can be represented by a 0 ellipsoid of revolution with an ellipticity of 19%. A previous studies indicate that the overall pattern of c-axes orientations in the quartz grains comprising the BaraCC-o Ouartzite appears to display a ramdom distribution when plotted on a stereographic projection (Dalziel and Stirewalt, 1975) (Tilmann and Bennett, 1973b) (Figure 9). T’ne c-axes orientations in this study also appeared to show a random distribution (Figure l0). The orientation of the c-axes of quartz grains comprising sample 0032 were measured petrographically from an oriented thin section. The average principle axes orientation was calcc'ated by summing ellipsoids of revolution representing each c-axis orier:ation. Eacr. ellipsoid was given a 19% eliipticity equal to the elast‘c ellipticity of a single quartz crystal calculated from elastic Figure 9. From Figure l (Tillmann and Bennett, 1973b) p. 6835. Figure 10. Stereoplot (equal-area, lower hemisphere projection) showing the correlation between the axes of anisotropy for sample 0032 and the averaged principle axes of its axes determined optically. 0 observed. Major . Minor 0 intermediate 6) 0calculated:* Major I Minor E] Intermediate El *From optically determinined orientations 46 Ian... Ouartzite 6‘ -ua aanie ”W gen-rjm ' : 3 n .12. II 6. I A O "mea Figure 9 Fig. l. Equal-area projection of 200 quartz c area for the bamboo quartzite. The direction of the observed maximum P wave velocity, the 0p- tical surface. and the sonic Q ellipsoid principal axes are also plotted, M, m, and I being the el- lipaoidal major, minor, and intermediate princi- pal axea. respectively. Clou coincidence between the axes of the two surfaces indicates that the orientation of the Q ellipaoid describes the pre» ferred crystallographic orientation Figure l0 47 constants (Clark, 1966). The summed ellipsoids generated one final QUBC’lC surface that represents the average c-axis orientation. These average optic axes were compared to the opserved 0 ellipsoid axes for sample 0032. There is a direct correlation between the axes of the observed 0 ellipsoid and the average 0 ellipsoid determined from optical orientations in sample 0032. The magnitude of the quadric surfa:e axes was calculated in order to evaluate the amount of anisc~tropy contributed by the crystallographic effect. The eliipticity of the quadric surface generated by the crystallographic - elastic relationship is 8%. The ellipticity of the meass-red 0 ellipsoid is 23% (Appendix 5). The contribution of the cryStailographic effect to the elastic anisotropy present in sample 0032 only atcounts for one third of the ppserveo elastic anisotropy. However, the Ctrreiation between the 0 ellipsoid axes and the axes of the quadric surf a:e generated by the averaged c-axes for 0032, differs from the corre'ation reported by Tilmann and Bennett (19730) (Figure 9 and 10). The s gnificance of crystallographic effects on elastic anisotropy in the Barat-po Ouartzite therefore remains in tic-apt. in order to better evaluate the relationship between the 0 ellipsoid and the average optical orier-tation in a quartzite, a more detailec study is necessary. Other Dnys":al features must be considered in order to more fully explain the observed anisotrOpy. There is undoubtably a direct correlation between the orientation of the major axes of the 0 ellipsoids and the hi orientation of average grain shape orientation (Raab, 1985). it therefore seems likely that the preferred orientation of the long axes of the quartz grains is the major factor influencing the orientation of the major axis of elastic anisotropy in the Baraboo Ouartzite. The orientation of the observed anisotropy resulting from a preferred allignment of elongate quartz grains seems to reflect the relative number of grain boundaries a wave encounters over a certain distance proportional to the direction of wave propagation. The effect of grain boundaries on elastic wave velocity may be much the same as preferrably oriented microcracks in a rock body. Any boundaries encountered by a wave propagating through an elastic medium may increase its compliance. An increase in compliance decreases the elastic constant of the medium for that direction thereby decreasing the velocity of wave propagation (Equation 1). A P-wave travelling through the long axis of many grains will encounter a proportionally smaller nu. per of grain boundaries and therefore travel faster than a P-wave travelling througn the short axis of many grains. A study by Babuska and Pros ( 1984) supports this theory. in the data set of Figure 6 the orientations of the minor 0 axis and 49 the A3 directions do not always coincide as might be expected if the elastic anisotropy is caused by triaxial ellipsoidal grain orientation. The data from sample sites 0032, l 1, 4A, and 4B show the minor 0 axis has an orientation close to the $2 direction, and the intermediate 0 axis has an orientation close to the i3 direction. An explanation of this coincidence may be that the shapes of the quartz grains measured in these sections are nearly prolate. A prolate grain has two short axes that are close to being equal in length. Therefore elastic wave propagating through the sample in these two respective directions will encomter close to the same number of grain boundaries, and their final anisotropic orientation will be in a plane perpendicular to the long grain and rrajor 0 axes. The O ellipsoid and grain shape (Raab, 1985) axial ratios were plotted on Figure 7. Prolate grain shapes are more abundant for samples collected from the north limb and the eastern closure. This possibility is somewhat less for samples collected from the south limb (Raab, l985). However, there is no obvious relationship between the data of the two studies. Therefore, the significance of the axial ratios of the 0 eléitspids is uncertain. The Q orientations for locations 7 and 8 (Figure 6) are different than. 35089 from the other samples, and thS 00 DOI reflect the same 50 strain pattern. Furthermore, the 0 ellipsoid orientations do not correlate well with the grain shape data derived from sample collected from a nearby location. The reason for the different pattern of at these two locations is unknown, but it may be due to the abundance of phyllite in the surrounding rock. The location of both samples is on the south limb of the syncline on US. i—tighway 12 (Figure l) in an area where the Baraboo Range has a natural topographic low. Because micaceous minerals are much less reslstant to weathering than quartz, the topographic low may have been caused by weathering of a stratagraphic section where there was an intensely interbedded phyllite within the quartzite. in an area about one mile east of sample site 8, near the entrance to Devil's Lake State Park (Figure l), the interbedded phyllite reaches thicknesses of up to ten feet witr thinner interbedded quartzite layers (Dalziel and Dott, 1970). The principle axes of strain affecting a quartzite in a region of little or no phyllite may be different than those affecting a quartzite in a region of intensively interbedded quartzite and phyllite. Phyllite is a ..ucr more ductile rock than a quartzite (Clark, 1966). Therefore the phy'?‘-‘Ft9 will strain much more than the interbedded quartzite when the FOCK unit is subjected to a regional stress. The resulting strain patterns in tre ouart21te may be altered and reflected in the observed anisotropic 5i orientation. Dalziel and Dott ( 1970) reported that the geometry of the folded interbedded quartzite and phyllite zones on the south limb are essentually concentric. Slickensides on the bedding plane indicate that active bedding slip occurred during folding. Therefore an operating "flexural slip" component may have resulted in the reorientation of the princ‘ple stresses affecting the quartzite. Any reorientations of the stress patterns affecting the quartzite beds will also alter the resultant strafr patterns and elastic anisotropy. Crenulation cleavage and kink bands are preserved in the phyllite layers near the collection area for samples 7 and 8. These features are evidence of a second phase of deformation in the Baraboo Syncline. Much of the strain affecting this area during second phase deformation may have peer. taken up by the phyllite. The interbedded quartzite layers may have seen rotated during the second phase deformation. These beds wou'ac not be strained as much as quartzites from other areas that have little or no interbedded phyllite. The interbedded quartzite would probaply retain the anisotropy induced during an earlier phase of deformation. The 0 ellipsoid from sample 9 does not correlate well with the grair shape data (Figure 6). This sample did not transmit the elastic waves as well as the other samples, and the signal received by the CRT 52 was weak and displayed a great deal of interference. in hand sample this rock is observed to be more fractured than other rocks tested except sample 6, which did not transmit any readable signal. Although these fractures may be responsible for the poor transmission qualities as well as tne noncorrelation with the data from the grain shape analysis, they may nave been formed as the result of another physical strain response to an induced stress. Although the 0 ellipsoid technique does not consistantly reflect identical strain patterns throughout the deformed region, this technique does nave advantages over other strain measurements. Two of the advantages are previously discussed. 1) The orientation of O is determined by the gross make-up of the physical properties comprising the rock. 2) in a single quartz crystal the ellipticity of the 0 ellipsoid (19%: is greater than the ellipticity of its optical indicatrix (0.6%). However, one of the most important advantages of the technique is its potential for expansion. With further-understanding of anisotropic behavior in rock stratigraphic units, such as the Baraboo Group, elastic anisctropy may be measured in situ over large areas. Measuring tre anist-tropy in situ would reduce the amount of error involved in keeping the sample oriented throughout the testing period. Strain features present in a stratigraphic rock unit vary in size and orientation. Tne 53 orientation of the observed elastic anisotropy may vary depending on which of these physical features most greatly effects the elastic wave tranmittion for each particular wavelength. The relationships between those different orientations of elastric anisotropy might lead to a better understanding of the deformational history of an area, and the regional tectonics existing throughout the time of its formation. CONCLUSlONS Assuming that elastic anisotropy may be present in rocks which have undergone metamorphic deformation, the basis of this study was to; i) Prove the existence of velocity anisotropy, 2) to observe what patterns of anisotropy exist in a tectonically deformed region, and 3) determine the relationships between orientation of elastic anisotropy and stress and strain. The orientation of the elastic anisotropy is estabTished using the 0 ellipsoid technique (Bennett, 1972). All of the samples tested display shear wave birefringence, and therefore are anisotropic. The orientation of the principle 0 axes of the 0 ellipsoids for each sample established the principle axes of elastic anisotropy. in 7 out of 9 samples tested there exists a major axis trend that is nearly parallel to the hinge line of the syncline in an east-west direCt‘ion. Samples collected from the north limb and the eastern closure dispiay a minor axis trend nearly perpendicular to the hinge line in a nortr-south direction. =rom the interpretation of elastic anisotropy data derived from a slate sample, the principle strain axes directions for the Baraboo 54 55 Syncline are inferred from the measured 0 elipsoid. The regional pattern of elastic anisotropy reflects the strain directions present at the time when the elastic anisotropy was induced. The direction of least compressional finite strain is interpreted to be parallel to the major axes :f elastic anisotropy. This result is not consistent with the fold geometry or strain directions inferred by fold modelling. However, the resuts are consistent with the stress directions deduced from measured oriertations of quartz filled tension gashes by Dalziel and Stirewalt (1975}. The major 0 axes correlate well with the long grain shape axes in 7 of l-C- locations. The minor 0 axes correlate with both the short and intermediate grain shape axes. The relationship of the the quartz grain SllZC E‘ H . to finite strain is assumed to be the same as finite strain relat'onships in reduction spots. A major portion of the observed anisotropy can be attributed to the effe:t preferred orientation of elongate quartz grain (Raab, 1985). Prev'ous work with elastic waves (Babuska and Pros, 1984) (Brodov, 1984‘- suggests that microdiscontinuities within a rock body effect elastic wave propagation velocities. The relative velocity of an elastic P-v. ave travelling through quartzite in a certain direction is thought to be i' .iersely proportional to the number of grain boundries encountered. 56 Part of the measured elastic anisotropy can be attributed to a preferred orientation of quartz crystals comprising the quartzite. The calculated elastic anisotropy, generated by the preferred orientation, is shown to be responsible for only one third of the observed elastic nisOtropy. Although, as in most studies, more work is needed to more fully understand the characteristic behavior, causes, and relationships of elast'c anisotropy, the results of this study lead to the conclusions that; (l) a’.‘ of the rocks which could be tested tested possess elastic anisotropy, (2) the elastic anisotropy has a regional trend that probably results from strain patterns in the rock induced by a regional stress, (3) the anisotropic orientation correlates well with the preferred orientation of the grain elongations, and (4) the 0 ellipsoid method of measuring anisotropic orientation can be a valid approach used to study and understand the stress and strain relationships in a tectonically altered region. APPENDlCiES APPENDEX l: MODELLlNG THE ANISOTROPIC ORIENTATION in order to establish the orientation of anisotropy, the concept of the 0 ellipsoid has been developed by Bennett (1972). The 0 ellipsoid is a simple elastic stiffness figure the can be used as a tool for detecting and describing preferred crystallographic orientations. The 0 ellipsoid is a theoretical surface whose value for any particular direction is the su .l of the squares of the three seismic wave type phase velocities in that direction. The samples collected for this study, which are crystal aggregates, are considered as elastic long wave equivalents to single crystals. The calculated value, 0/, of the 0 quadric for the 1th direction is given by the equation: Each 0/ value is the sum of the squares of the. three seismic wave velocities for any one particular propaga ion direction. Where p is the 57 58 material density, V, is the P-wave velocity, and 1/2, and V3 are the velocities of two orthogonally polarized shear waves for the 1th direction (Bennett, 1 972). A polarization plane is defined as the plane that contains the propagation direction and shear wave particle motion (Tilmann and Bennett, 1973b) There are two polarization planes for each sample which are essentially orthogonal for any propagation direction. Since density is direction independent, the term is incorporated into the 0/ term without affecting the shape or orientation of the 0 ellipsoid. The locus of 01' values, in a minimum of six directions, is represented by an ellipsoidal surface. Thus the calculated value of the 0 ellipsoid in the 1th direction will be referred to as 0/'(Tilmann and Bennett, 1973b). The principle axes of the ellipsoid represent the principle axes of elastic wave velocity amsotrooy for that sample. The 0 ellipsoid can be calculated in terms of elasticity coefficients, 5,], (Bennett, 1972). The equation for the 0 ellipsoid is 7- 2 ,- _. .— 2! a o-/((,,+L55 c66)+m((22+t44+r [72(633‘ r443 (55% 2’77””24‘ 534+ r ‘+ Eq(Al.2) t (55+ (435% 2/f77Cc‘,6+ [26+ (45) 59 When the propagation directions I, m, and n are referred to the principle axes X, y, and z [24* (54“ 556—0 (15+ [35+ [45:0 Eq.(Al.3) [16 (25+ (450 The relationships in Equation Al.3 are true for all crystal systems the crystallogr excep' the triclinic and monoclinic. Thus the 0 e1 .ipsoid comcides with In mnnnrl ' \J .\.-‘& l aphic orthogonal axes and optical indicatrix axes except inic and triclinic systems (Bennett, 1972). The 0 ellipsoid C'y5t2500F33= calcu‘ated from the different elastic wave velocities with respect to the nic axes of Alpha ouartz has a 19% differenre between the (F major and minor velocity anisotropy axes based on elasticity data clark 196 -. l A 19"? difference is quite large when compared to the 0.6% difference between the optic "0 and "“E axes of Alpha quartz. "i I n The "matrix method" is used for the construction of the O ellipsoid, accordi g to Nye ( 1957), where the values of each 01' on a triclinic crysta are measured. Each sample is cut into a cube. Because notr-‘ng is krcv-r beforehand about the orientation of the principle axes of elastic 60 nisotropy in the crystal, arbitrary orthogonal axes x, V, and z, righthand coordinate system, are chosen and labelled with (1,0,0), (0,1,0), and (0,0,1) Miller indicies respectively. The edges of the cube are parallel to these axes (Nye,l957). The least squared value 0L5 of the 0 ellipsoid for the 1th direction is given by 0:51 = #23,, + 07/2a22 + 019333 + Eq.(Al.4) 2(07/)(/7/)a2, + 2: m)( //)a,. + 2( //)( 07/)a.2 v."‘.e."e U; ml; and m; are directional cosines for the 1th direction relative to an arbitrary set of orthogonal axes X, y, and z The a (alpha) terms are the elements of a 3 X 3 symmetric ellipsoid matrix (Tilmann and Bennett, 1973b). The elements of the a (alpha) matrix are the only uni-'nowns They are determined by the least qua-res method outlined in Nye ( ‘ 957). This procedure is based on the matrix equation relating the measured 01' values to the directional cosme matrix 0 (theta) and the 3 (alpha) matrix by 0 = Ba Eq.(A1.5) Tre 0 matrix elements are the measured 01' values from V1, V2, and 1/5. The B (theta) matrix is con tructed b using the l, m, and n directional cosine coefficients. The 3 (alpha) matrix is therefore determmed by solving for 3 (alpha). (Tilmann and Bennett, 1973b) a = (0t,8)"'°(0t)0 Eq. (A16) To refer this matrix to its principle axes the method of "successive approximation" is used. Figure 1 1 shows the principle of the method. An arbitrary unit vector represented by a single column matrix 1, is chosen, and Ice elastic stiffness matrix, u. , for unit change in elastic wave veloc-ty is calculated from the ecuation (hye, 1957). C II 30,) Eq. (Al.7) it is known from the property of the representation quadric that the direCtzon of u, is that of the normal at poznt P, where i, cuts the 62 Figure l i The successwe apprommotion method of finding the principle axes of a second-rank tensor. (Nge, 1957 p 165) 63 urface of the quadric. The new unit vector I2 is then taken parallel to upa and the corresponding matrix u is computed A third unit ector l3 2 paraiiel to u2 is taken, and so the process is repeated. if the quacr ic is an ellipsoid, the vectors converge on to the shortest, minor, axis (Nye, ‘- 957 pp165, 166). By inverting the a (alpha) matrix the long. major. axis is similarly located. The intermediate axis is the cross product of the major and minor axes (Tilmann and Bennett, l9730). The matrix thus caiculated represents the orientation of the principle 0 axes of thea ellipsoid of one samp :e for an arbitrary set of axes, 0. in order to interpret the data for this study, the principle 0 axes must be referred to the geographic coordinate system. This is done througn matrix multiplication (Butkov, l968) MO 0' Eq.(A‘i .8) he cubic faces of the sampi e were oriented with respect toa origir .a: face that was oriented in the field. Therefore the geograpric ori entation for each of the formery .;}/, and 7direct ions is Known, and the tree geographic directions are calculated and fit into a 3 X 3 directiona'. cosine row matrix, M. The final rotation is completed py 64 multipling the 3 X 3 directional cosine row matrix for the true geographic directions, M, with the 0 ellipsoid principle axes column matrix, 0, resulting in a directional cosine column matrix, 0', for the true geographic principle 0 axes orientation of the 0 ellipsoid. One of the biggest advantages of the 0 ellipsoid is that it provides a simple mathematical surface that can be "least squared" to measured data taken. in more than six directions (Nye, 1957). The mean squared deviation from. this surface statistically tests for anisotropy in the sample, and indicates the degree to which the anisotropy present in the sample is homogeneous (Bennett, 1972). Comparing the measured ellipsoidal values 01‘ with the calculated ellipsoidal values (Piss provides a test for sample homogeneity. Three different types of standard deviations are calculated and compared (Tilrrann and Bennett, l973b). The standard deviation SM is thought of as the deviation of the-measured ellipsoidal values from the best fit sphere to the measured values. 5m. = i z ( and/22W” l”? cc. (Al.9) til/is the measured lllpsoida‘: value in the /'th direction (EQ. All), 0777 is the arithmetic. mean ..easured value, and r: is the number of 65 propagation directions, I, measured. The standard deviation 517“ is the deviation of the calculated ellipsoidal values from the best fit sphere. 501w = i z (OLSi - anvil/n1”? Eq. (A1.l0) (its. is the calculated ellipsoidal value (Ed. Al.4) in the 1th direction. The third standard deviation SDe is the deviation between the measured and the calculated ellipsoidal values. 509 =1 2 (02' - OLSl)2/n]”2 Ed. (Al.l 1) if the data tidints lie exactly on the. ellipsoidal surface then 50a = O, and 50m and 50k are equal. Samples acting as psuedosingle crystals With. the properties of homogeneity and elastic behavior are indicated by the relationship 517k 2 50m > 5179. FT} F3 A > M ‘1 Sample heterogeneity is indicated by (Tilmann and Bennett, l973b) 66 50k) 50c) 5Dke. Eq.(Al.l3) Heterogeneity is not considered to be consistent with the concept of elastic behavior as a psuedosingle crystal. Heterogeneity is cons‘dered to be the random form of variance of the physical properties of the sample. A heterogeneous surface does not possess the property of centrosymmetry. Centrosymmetry is an essential property of homogeneous anisotropy. The correlation coefficient is also calculated for the purpose of testing how well the theoretical values of the 0 ellipsoid surface corre‘ates with the measured values. Serf ct correlation between the theore‘ca’ values and the measured values would yield a correlation. coef‘fclent equal to lo. 1f the two sets of values are perfectly independent and heterogeneous, the value of the correlation coefficient would pproach zero. in general it is accepted that a good correlation between the two sets of values is greater than. or equal to 0.9. APPENDiX 2 San-1’: P. :g ‘5 Direot‘onljji) Iimeiusec) Distanoelccn) Yemeni/(ml ,3) P 61 52 P 61 52 (1.0.0) 18.70 27.00 28.50 10.518 5.625 5.896 5.691 (0,1,0 18.20 25.75 26 .75 10.551 5.786 4.089 5.957 (0, ,1) 18.58 28.50 26.75 10.568 5.582 5.658 5.876 (1.0, , 19.61 28.25 29.50 11.082 5.655 5.925 5.757 {-1 0 20.08 50.88 29.00 11.567 5.762 5.747 5.989 (0,1,‘ ) 20.70 5025 51.75 11.712 5.658 5.871 5.689 {0,-1.1 19 .45 50.25 28.65 1 1.400 5.861 5.768 5.982 1.1.07 ’8 95 50.65 28.75 11.4‘2 6.022 5 727 5.970 (1:1 ,0) 18.95 29.56 50.25 1 1.288 5.957 5.845 5.751 (1 ’ " 20.55 51.25 50.25 11.105 5.807 5.777 5.902 (- . 20.20 51 .58 51 .75 12.055 5.958 5.856 5.790 (1,-1 19.70 50.75 50.00 11.615 5.896 5.777 5 872 {£212 20 .20 50.50 51.25 1 1.887 5.885 5.897 5.804 Samo‘e 4A Bird; o" . Iimeiusec) Distance (cm) l’elorltt'i l'rri/seo) L 61 82 P 5t 52 (1,0,0 2 .25 52.75 55.75 70.168 4.590 5.119 2.857 {0,1,0} 26.25 55.75 55.25 10.124 5.860 2 .854 2.874 (0,0,1: 25.75 54.00 57.75 10.55‘ 4.454 5 ”Ci-1 2.795 (1,0,1) 25.50 54.75 57.50 10.696 4.550 5.077 2.851 (-‘ .0,‘I- 25.25 55 .00 57.25 10.655 4.556 5.026 2.845 (0,1,1) 27.00 57.00 59.00 11.019 4.067 2.968 2.815 10,-? .' 28.00 59.75 59.25 11.656 4.157 2 92" 2.966 (1,1,0 ; 24.50 57 .25 54.75 10.516 4.266 2 .806 5 .008 11,-1.0‘ 26.75 58.25 56.50 10.617 5.957 2.767 2.900 (1,1,1) 26.50 58.50 41.25 11.557 4.517 2.971 2.775 (-'.- .1 27.75 41.50 40.00 11.252 4. '96 2.806 2.911 (l,-1 1; 26.50 57.75 59.50 11.717 4.221 2.965 2.852 1-' - 2525 57.25 58.75 11,155 553'? 2 971 2.85.6 67 68 mm R P 51 52 P 51 52 (1.0.0) 21.50 51.25 55.50 10.411 4.852 5.558 5.114 (0.0.1 1 21 .25 50.50 55.00 10.556 4.989 5.476 5.029 (1,0,1) 25.00 54.75 57.00 11.155 4.855 5.215 5.017 (-1,0, 1 l 22.00 55.75 54.75 1 1.062 5.055 5.097 5.186 (0,1,' 3 26.25 56.00 59.25 1 1.476 4.402 5.210 2.944 (0,-1 ,1 '2 26.00 57.00 40.50 1 1.981 4.650 5.254 2 .975 (1,1 ,0) 25.50 55.50 55.00 1 1.128 4.745 5.528 5.186 ( 1 ,-1 .0) 24.50 56.50 55.00 1 1 .005 4.509 5.027 5.156 (1,1 ,'. l 24.00 58.50 76.75 1 1.579 4.758 2.966 5.107 (~13, 1 25.00 57.00 57.75 11.580 4.642 5.156 5.074 (:1: 24.00 58.75 453.00 11.755 4.928 5.052 5 1; Same Z Direction. 1111 Timelusec) Distance (cm; Yelooitvlitrn/seo) P SL 52 P j! 52 (1,00 9.55 29.68 28.55 10.084 5.211 5.598 5.552 (0,1,0; 19.55 29.65 50.65 10.561 5.458 5.562 5.446 10.0.”; 18.65 28.05 28.50 10.124 5.456 5.509 5.577 (1,0,1 1 21 .00 52.50 55.55 1 1.554 5.492 5.571 5.458 (~1.0.‘ ‘ 21.40 51.80 52.95 1 1.445 5.547 5.598 5.475 (0.1.1:- 1985 50.95 51.95 11.168 5.827 5.611 5.498 (0.-' ' 20.75 51.55 51.55 11.564 5.477 5.602 5.602 (1,1,c 20.15 51.55 50.55 11.125 5.527 5.526 5.641 (',-1 ’ 21.55 51.10 52.60 11.214 5.204 5.606 5.440 (1.1 l 20.58 50.95 52.45 11.594 5.595 5.685 5.514 (- 1, 20.58 52.55 51.50 1 1.044 5.420 5.595 5.529 (1,— 21.85 54.45 55.45 1 1.968 5.471 5.477 5.581 1-1 - 22 21-15 5135 52.41 11.455 5.4142 5.582 5528 nrn'. 0 Direogor’ .3. Iimetusecl Distance (cm) YelooitvtLrn/sao) P j; 52 j) 51 52 (1 ,0.01 20.50 29.75 50.25 10.749 5.244 5.615 5.555 (0. 1.01 19.25 29.58 29.88 10.714 5.566 5.647 5.586 (0.0." 19.25 28.75 29.25 10.104 5.249 5.54 5.454 (1,0,1 2 19.95 50.00 51.00 10.904 5.475 5.655 5.517 (4.0," 21.00 32.50 33.25 11.525 5.392 3.4.54 5.406 (0,1,1) 20.75 51.75 51.50 11.505 5 447 5.560 5.586 10,-1 l 2‘. .00 50.75 52.25 11.196 5.551 5.64‘ 5 4'72 (1,1,w 21.20 52.50 51.75 1 1.257 5.500 5.457 5.559 11,-13 21.25 55.25 52.00 1 1.559 54.5 5.471 5.606 (1,: 1: 20.88 51.50 5 .00 11.148 5.541 5.559 5.484 i-l, ‘1 21.75 52.75 5‘. .00 ”1.656 5 550 5.555 3 475 11,-. l 21.50 52.00 52.50 11.415 5.509 5.5 17 5.512 1‘“: .- I— 2 1-75 54 7E 52.50 11,587 5 527 3 555 1:55 ~5th D'Lrectijnilm Timeiusec) Distance (cm) “10.11101 km/sec) P 51 52 P 51 $2 (0,1,0) 19.15 50 44 29.44 10.460 5.469 5.456 5.555 (0.0.1) 16.60 29.44 29.94 10.272 6.188 5.489 5.451 (-1,0,1) 21.50 50.94 51.44 12.116 5.655 5.916 5.854 (0.1.1) 2': .95 51.94 52.69 11.955 5.458 5.757 5.651 (0,- 1 .13 20.58 50.69 52.44 1 1.689 5 .757 5.809 5605 (1.1.0) 22 .25 52.69 52.19 12.509 5.552 5.765 5.824 (1,4,0) 21.57 55.19 52.44 12.189 5.655 5.675 5.758 1-1,1,1} 22.25 52.44 51.94 12.105 5.565 5.819 5.850 (1,-1.' .‘ 21.75 52.69 51.94 12.595 5.699 5.792 5.881 01:15.; 2115 5169 51.44 12.105 5.565 5819 5.850 82.”: e ‘ 011‘5311211191 Imejuseg) Distance (cm) Veloczivi yam/sec) P 31 82 P 8L 52 (1,0,0‘ 18.75 28 .‘5 29.50 10.655 5.68“. 5.788 5.61‘. (0,1,0, 18 .00 28.50 27.50 10.444 5.802 5.665 5 .798 (0.0.1) 18 .75 8 .0 28 .58 10 .444 5 .570 5.750 5 .681 (-1.0.“ 22 15 52.88 52.00 12.111 5.474 5.684 5.785 (0.1.1) 22.00 55.00 52.25 12.511 5.596 5.751 5.818 (1,1,0) 21.15 52.00 52.50 12.151 5.752 5.797 5.759 (1.- ‘ .C.‘ 20.88 51 .50 55.25 1 1.895 5.698 5.776 5.577 (1,1 11 22.25 54.25 55.00 12.794 5.750 5.755 5.656 (- ., 2.1? 22 88 54.25 55.50 12.581 5.500 5.675 5.756 t :1 '1 22.15 55.00 455.75 12.577 5.594 5751 5.667 Diresimm 1.) Timeiusec) 015183108 (cm) velociM lam/sec) P SL 52 P 81 52 (0, .0) 2.58 51.00 54.00 10.262 4.586 5.510 5.018 (0.0.1) 21.75 51.75 54.00 10.574 4.862 5.550 5.110 (- ‘. ,0, .. 24.25 54.75 54.25 11.567 4.687 5.271 5.519 (0.1,‘1 25.75 57.65 56.50 1 1.824 4.978 5.145 5.240 104.12 25.00 57.50 58.50 12.105 4.841 5.217 5.144 (1 1,0) 25.25 54.00 52.75 11.559 4.498 5.541 5.470 (.,-'.,CL' 25.65 55.88 52.58 1 .599 4.407 2.902 5.216 {1,1,1 26.75 4‘. .58 45 .00 12.725 4.756 5.075 2.959 f-' 1,'.. 25.2 580" 58.75 11.956 4.755 5.146 5.086 11,-1.1) 24.25 58.25 56.75 11.687 4.819 5.055 5.180 (-‘ -‘ L. 25.75 58.25 $57.50 12509 4J80 5.218 5.28" Will—1.11113; 11ng Distance (cm) Velocity/1’ Inna/sec.) P 51 52 P 51 52 (1.0.0) 21 .00 29.25 29.75 10 .523 5 .01 1 3 .598 3 .537 (0.1.0) 18.13 26.50 27.75 10.391 5.733 3.921 3.744 (0.0.1) 18.50 27.88 26.50 10.132 5.477 3.635 3.823 (1.0.1) 21.63 31.38 33.50 1 1.471 5.305 3.656 3.424 (-1.0.11 22.13 30.88 32.75 1 1.570 5.229 3.748 3.533 (0.1.1) 18.00 28.50 27.75 10.317 5.732 3.620 3.718 (0.-1.‘) 18.88 29.63 28.75 10.584 5.607 3.573 3.681 ( 1.1.0) 19.75 28.88 29.75 10.665 5.400 3.694 3.585 11,-1.0) 20.50 30.50 31.50 11.120 5.424 3.646 3.530 11.1.1) 20.38 30.75 31.50 11.397 5.594 3.706 3.618 1-1.1.1) 21.13 32.13 31.75 11.633 5.507 3.621 3.664 11,-1.1) 22.13 32.00 33.25 11.811 5.338 3.691 3.552 L—'.-:.:1 1.38 32.50 31.75 11.648 5.449 3.584 3.669 ‘ + mn‘o 91(83282113} 11.851632) 313181129 12:) Yemfiw 111111332) 2 51 52 P 31 52 (1.0.01 17.03 26.71 35.81 10.305 6 .051 3.858 2.877 10.1.0: 15.50 26.05 36.06 10.246 6.611 3.931 2841 (0.0.1) 20.2 35.31 35.31 10.307 5.090 2.919 2.919 (1.0.1 I 21.25 35.31 34.06 11.506 5.415 3.255 3.378 (- 1 .0.1) 22- .00 36 .06 35.44 11.760 5.346 3.261 3.319 10..) 21.25 33.56 33.81 11.534 5.428 3.437 3.411 10,-1.1) 21.75 33 .81 34.81 1 1.628 5.346 3.439 3.340 ("..C. 78.23 28.94 38.94 11.466 6.326 3.962 2.944 11,-1.0) 16.25 29.06 40.31 11.516 6.310 3.962 2.857 (1.1,?) 22.65 34.81 38.31 12.710 5.611 3.651 3.318 :-1.1,1 : 22 .25 36.96 35.69 12.789 5.748 3.460 3.583 (7,-13: 22.25 34.06 35.81 12.405 5.575 3.642 3.464 1.1: 1.1) 23.15 35 .81 35.81 12.842 5.547 3.586 3-586 APPENDIX 3 0 ELLIPSOID AXES (ARB1TRARY COORDWATE SYSTEM) MAGMTUDE DiRE CTIONAL COSENES AXiS Qarflr!}e 5 66.632 (0.094, 0.979, -0.'181) NAQCR 60.026 (0 .220 0 .157. C963) WNOR 62.890 (0.971. '0. ‘31, 201) 1NTER"1E01ATE YAQCR/T".?NCR= T . ' T0 581.1097" "7".“ A1E= ‘ 059 ?.\'TERT":EDTATE/T"1?NCR= °' .048 “m 1 38.426 ( 0.983, 0.171, '0064) MAJOR 29.935 {-0165, 0.982, 0.089) MINOR 57.393 ( 0.078, -0.077, 0.994) !NTER.’“.E0§A.TE .‘1A303..'/". .1‘.’3R=‘..254 NAJCRANTERT‘EDIATE:1.028 ENTERfiED; TE/H...0R=1.248 45.884 ( 0.782, 0.197, -0.59’.) 1'1. JCR 35.871 (-0.171, 0.980, 0.099) MeNOR 45.613 ‘ ( 0.599, 0.023. 0.80?) 114TERME01ATE 1"":A.f0R/1“31NOR=5.279 NMORNNTERMEDMTB1.052 INTERVED;A?E/M1NOR=1.217 5.2661313 2 57135 (0.299. 0.422, 0.856 12.135; 51.122 (3.925, - .350, 43.15:) 3:22.132 55 664 (0.236, 0. 36. 4.4951 NTEWED‘ATE v.4..13=:/r<:113== : .1 1.1 VAJOR/f-‘QTERT‘fE’J'ATE: 1.027 11115982341175/81329 1.059 \l 72 0 ELLIPSOiD AXES (ARBITRARY COORDLNATE SYSTEM) MAGNITUDE DIRECTIONAL COSENES AXIS 55.948 (-0.188. 0.975. 0119) MAJOR 51.690 (-O.539, -0.203, 0.817) MINOR 53.574 ( 0.821, 0.089, 0.564) 1NTERME01ATE 1":A..0?/1‘"1II\1‘0R=1.082 64.387 54.503 62.245 VIA 'CE/T‘GENORH 45.548 39.045 42.452 "7AJC:Z./;“.;'\.OR=‘; .15 U1 (n m m o - (‘0 010 u: m (N N LO;- I'ifiuCR/f". 1 110R= 182 ‘. 275' 1. b», MAJOR/INTERNEDiATEflO-"é‘é 1NTERMED1ATE/M1N0R=I.037 W ( 0.953, -o.oao, 0.291) MAJOR ( 0.031, 0.985. 0.170) MINOR {-0.300, -0.153, 0.943) 1NTERMEDIATE MAJOR/INTERMED1ATE=1.034 ENTERMEDEATE/M1N0R=1.142 "1 1 1? (-O.109, 0.9.74, -C.201)~ MAJOR {-0515, 0.1 '17, 0.849) 1111.021 ( 0850,0196. 0.485.) FNTERVEDIATE YAJC‘1R1.TEF.*1£:ATE=1.C:S :NTERMEC..‘.’.E/:~:1:.‘32=1.066 5?,m'71gg'19393 (-0.199, -0.154. 0.968) ( 0.893, 4.4.35, 0.115) 1 0.403, 0.887, 0.225) 1'1AJOR WNOR INTERNEDIATE ”AJO-’/1\"R".”‘ A .E='. .073 1N’ER1‘1EDTATE/1‘41NOR=1.087 Canal-41E (“n-’1’) (0 043, 0964, 0.263) ”TM-0R (0. 998. -0. 054 0 034) MNOR (0. 047, 0.261 ‘ =0. 9.6 ’) ENTERKEDIATE 1 1Aw-x/IN7ERI‘13 A7E=1. C67 £11‘TER1‘1E01A7E/1‘11N0R=1.135 73 0 ELLIPSOID AXES (ARBITRARY COORDINATE SYSTEM) 14501917005 DIRECTIONAL COSINES AXES 50155201012 55.529 (~0.004, 0999,0020) 11700::- 41 497 (-0.025, -0.020, 0999) 1111102. 50558 < .0999, 0.004, 0.025;: fk’ER‘EDEA’E 1"1/1.0‘;.Z.F.“"11N0R=‘1.626 1‘"1A1.I0r./111.’T ER. 1E01ATE= 1 9.: 115TE RVED1 ATE ""11. ‘ $R=1 460 APPENDIX 4 (.7 ELLIPSOID AXES DIRECTIONAL COSINES WITH RESPECT TO GEOGRAPHIC NORTi-z MAJOR MINOR INTERMEDIATE 50mm ( 0.063 -O.983 0.175) I 0.752 0.130 0.609) {-0.622 0.064 0.781) Sam DIE £5 ( 0.028 -0.035 0.999) {-0.95' -0.3’.O 0.079: {-0.307 0.95I 0018) Sam. Q‘ge QB {-0.528 -0.076 0.846} { 082': 0.228 0.516) I 0.277 -O.959 0.053} - .0? Z (-O.9‘:3 —0.040 0406‘. ( 0.775 -0.936 0.305) I 0.355- 037: 0.853) . ,qI ( 0.51.6- 0.630 0.498) {-0.303 4.393 0.857) 075' -0.6~60 0.02'1‘; 92mph O {-0.323 '0244 0.914.) I 0.504 0.764 0.403) 1 0794 4:567 0.131) 3?an 1e 1 ': ~'. 00,4 -0.993 0.077) 00.995 -0.035 0.042) I 0.037 0.055 0.997) 7S 0 ELLIPSOID AXES DEREC. IONAL COSINES WITH RESPECT TO GEOGRAPHIC NORTH MAJOR MINOR INTERMEDIATE m 1 D ' ( 0.311 -0.944 0.108) {-0.416 -0.006 0.909) 1 0.855 ' 0.311 0.394) mm} '1'! (~0158 0.929 0.336) 1 0.995- 0082 0.059) (-0.037 -0.428 0.903) APPENDIX 5 .ENTA TION (DIRECTIO" AI. COSINES) AXES ORIENT/A ION OFT H LOUADRIC SIP: CE (0032) MAJOR ’I.I NOR INTERMEDIATE a= 100* 3‘: 'e6 -.8979 .3104 c=‘ 79* .9494 .2823 — 1375 .0159 .3110 .9422 I‘viagrsétuoe 55 6495 51.5169 55 I454 DID/DID 0.750000 27055 307145" 60" /"'}.-’I° EI1ICIIIcItII=Nam/0000? = 55.6496/535369 = 1.0502 EINAI. E'..PSO IT ORIENTAT ION (DIRECT . II I L COSINES) MEASURED C? EEQRSOID PRINC 13-75 AXES CIT- E’T‘ATI ONI OO32 ll ..‘“ ',o-l Ch ..‘-TE'T)"TTT‘ ..'... ‘T I I I h 0'.- ‘I: h . INI .' .t- A: _ 34 033 964 Wag“ 1.3:» 2 39643 7.9429 2 205 130/300 1‘ "00000 2'/C53° 25V .7.‘ 6 /33:> If! * Each. ouartz c—ax': 0201150 Is reoresenteo‘ by a LineoretIca‘I elast‘c e ”@5003 of revqutéorI, III III and major axes "a" a-“rc? "c * " a 9300': e cuartz c“, 555‘. wIt-r: an e‘IastIic eIIéotIcéz‘. 07? I992 (C1302, 19 76 BIBLIOGRAPHY Babuska, Vladislav and Pros, Zdenek, 1984. Velocity anisotropy in granodiorite and quartzite due to the distribution of microcracks. Geophys. J.R. astr. Soc., v 76, p. 121-127. Baily, S.W. and Taylor, S.A., 1960. Clay minerals associated with the Lake Superior Iron Ores. Econ. Geol., v. 55, p. 150-175. Bennett, H.F., 1968. An investigation into velocity anisotropy through measurements of ultrasonic wave velocities in snow and ice cores from Greenland and Antarctica. Ph.D. thesis, Univ. of Wisconsin, Madison. Bennett, H.F., 1972. A simple seismic model for determining principle anisotropic direction. Jour. of Geophys. Res., v. 77, p. 3078-3080. Birch, F., 1960. The velocity of compressional waves in rocks to 10 kilobars; Part 1. Jour. of Geophys. Res., v. 65, p. 1083-1102. Brodov, L.Y., Evstifeyev, V.I., Karus, E.V., and Kuiichikhina, T.N., 1984. Some results of an experimental study of seismic anisotropy of sedimentary rocks using different types of waves. Geophys. J.R. astr. Soc., v. 76, p. 191-200. Butkov, E., 1968. Mathematical Physics. Addison-Wesley Publishing Co., Reading, MA., p. 4-11. Cady, W.G., 1946. Piezoeiectricity. McGraw-Hill, New York, p. 105 (Also published by Dover, New York, 1963.) Clark, S.P. Jr., Ed. 1966. Handbook of Physical Constants, revised edition. Geol. Soc. of America Inc., New York 587 P. 77 I l l l . I l I Qua 1- III I | J u ‘1