22A
ey b e t w e e n t h e p r e d i c t e d a n i t h e a c t u a l s t r e s s s t r a i n behavior of t h e m a t e r i a l .
Physico-chemical properties 7720~ 9 S~N~LE-IX3MAIN THEORY FOR THE REVERSIBLE .~'~"~t,~ OF SMAI~ UNIAXIAL STRESS UPON THE INITIAL NETIC SUSc~y,'AaU_/TY OF ROCK Hodych, J P Can J Earth Sci, VI3, Ng, Sept 1976, Pl1861200 Theoretical expressions are derived using rigorous ener~y-mi~m~za%ion, but.ignoring thermal ,activation fur reversible sua.:eptibility change parallel to the. stress axis for samples containing single-domain grains of a ferromagnet with cubic magnetocrystalline anisotropy ard anisotropic magnetostriction. The grains are assigned to be non-interacting and randomly oriented spheres or ellipsoids of revolution elongated along (i00), (ill) or (ii0). Also, aPl~oximate expressions are given for samples containing multidomain grains with very strongly pinned walls. Susceptibility charge perpendicular to the stress axis is also considered.
772050 P I E Z O E ~ I C
PROPERTIES OF COALS Dolukln, A V; Kusov, N F; Martsinkevich, G I Soy Min Sci, VI2, N1, Jan-Feb 1976, Plll-ll3
Permeability and capillarity 772051 EFFECT OF HIGH-PRESSURE DEFORMATION ON I~MEABILITY OF OTTAWA SAND Byerlee, J D; Zoback, M D Am Ass Petrol Gee& Bull, V60, Ng, Sept 1976, P1531-1542 Reports lab bests of the deformation and flnddflow properties of an Ottawa sand under hy~rostatic confining pressure, trlaxial e~pression, and trlaxial extension. During deformation, permeability and pore-volt,he charges were measured periodically. The hydrostaticcompression teats bear on burial or formation pure-pressure charges associated with fluid withdrawal or injection. The triaxial-deformation experiments relate to the stremgth and deformational behaviour of granular materials arzl the permeability ard pore-volume changes that accompaw deformation. Some comparisons are made with crushed Westerly granite. T72052 STUDY OF THE H Y ~ C A L ~EHAVIOUR OF POROUS FISSURED ROCKS (IN FRENCH) Louis, C; Pas~uet, R ]~GM report 76 SON i00 AME, March 1976, 51P Describes a l f f e r e n t techniques fur measuring h~x~ha~ical pars~eters of rocks, i~luding the Lt~eon teat and lab testir~ of radial percolation, axial percolation ar~ porosity spectra. Rocks studied were schists, limestones, sandatomes ar~ granite. Avail: ~RGM-SGN, Department Geolo~ie de L'Amenegement, ~P 6009, 45018 Orleana-Celex, France
Compressibility. swelling and consolidation 772053 S ~ IN SAND-METHOD OF CALCULATIE AND FACTORS AFFECTING Jorden, E E Groumd Engng, V10, N1, Jan 1977, P30-37 Tabulates methods of calculating settleme~ in sand ar~ reviews the factors affecting the magnitude of this settleme:~. En~ph~sizes that because the methods give different answers it is always necessary to calculate settlement using several methods, and report t h e range of values as well as the average. 35 refs.
Dynamic properties 772o54 SHOCK PROCESS IN POROUS QUARTZITE: TRANSMISSION ELECTRON MICROSCOPE OBSERVATIONS AND THEOEY Kieffer, S W; Phakey, P P; Christie, J M Contrib Mineral Petrol, V59, NI, Dec 1976,
~1-93 A hlgh-resolution study of shocked Coconino Sandstone from Meteor Crater, Arizona, was undertaken using transmission electron microscopy to investigate the textural relations of high-pressure phases produced by meterorite impact. A detailed description of the reaction of porous sandstone to the passage of shock waves of milliseconds duration is derived and shock Hugor.~ot data for single crystal quartz, water, and wet and dry rocks are reviewed in order to provide pressure estimates for each type of rock and to provide a basis for comparing naturally shocked samples with laboratory data.
772055 BODY WAVES IN A LAYERED ANELASTIC SOLID Silva, W Bull Seismol SOC Am, V66, NS, Oct 1976, P1539-1554 A foc~ulation axtendir~ the Haskell-Thompson matrix method to include the effects of anelastic attenuation is presented. The fo~,~Llation is exact in that no low-loss approximations are made. Consideration is given to nonparallel propagation and attenuation directions with corresponding velocity anisotropy. Examples are presented far models representing soils, the crust, and the co~e-mantle boundary. 772056 MODEL SEISMIC INVESTIGATIONS OF THE ~'LECTION w~wAVIOUR OF SIMI~ CYLICALLY LAMINATED COAL ~ - ~ (IN GEF~5~N) D~esen, L; Ullrich, G Gluckauf Fc~schh, V37, ~ , Dec 1976 , P273280 772057 ULTRASONIC WAVE PROPAGATION IN DI~ONTINUOUS ROCK New, B M Transport and Road Research Lab lab report 720, 1976, 19P R e p o r t s t e s t s on samples o f c h a l k , from Cl~nnQr, s a n d s t o n e , frczn W a r r i r ~ o n , i n v e s t i g a t i n g particularly the effect of ~ stress across a closed dlscontirslity. D r ~ s cor~lu-