Stress path testing of an anisotropic sandstone

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 133, Issue 1, 2007, Pages 116-119

  Dehler, William ^a   Labuz, Joseph F ^a  

^a UNIVERSITY OF MINNESOTA   (United States)

Author keywords

Anisotropy; Sandstone; Shear strength; Triaxial tests

Indexed keywords

ANISOTROPY; COMPRESSION TESTING; INTERNAL FRICTION; LOAD TESTING; SHEAR STRENGTH; STRESS ANALYSIS;

INTERMEDIATE STRESS EFFECT; LINEAR MOHR-COULOMB CRITERION; TRIAXIAL TESTS;

SANDSTONE;

COMPRESSION; ELASTIC PROPERTY; FRICTION; P-WAVE; SANDSTONE; SHEAR STRENGTH; STRESS ANALYSIS; TRANSVERSE ISOTROPY; TRIAXIAL TEST; WAVE VELOCITY;

ANISOTROPY; COMPRESSION; FRICTION; LOADING (TESTING); STRESS;

EID: 33845635245     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2007)133:1(116)     Document Type: Article

References (23)

1. Backus, G. (1970). "A geometrical picture of anisotropic elastic tensors." Rev. Geophys. Space Phys.RGPSBL0034-6853, 8(3), 633-671.
2. Baker, W. H., and Krizek, R. J. (1970). "Mohr-Coulomb strength theory for anisotropic soils." J. Soil Mech. and Found. Div.JSFEAQ0044-7994, 96(SM1), 269-292.
3. Brace, W. F. (1964). "Brittle fracture of rocks." State of stress in the Earth's crust, W. R. Judd, ed., Elsevier, New York, 111-174.
4. Hoek, E., and Brown, E. T. (1980). Underground excavations in rock, Institution of Mining and Metallurgy, London.
5. Hoek, E., and Franklin, J. A. (1968). "A simple triaxial cell for field and laboratory testing of rock." Trans. Inst. Min. Metall. London, 77(A), 22-26.
6. Holtz, R. D., and Kovacs, W. D. (1981). An introduction to geotechnical engineering, Prentice-Hall, Englewood Cliffs, N.J.
7. Jaeger, J. C., and Cook, N. G. W. (1969). Fundamentals of rock mechanics, 1st Ed., Chapman and Hall, London.
8. Krech, W. W., Henderson, F. A., and Hjelmstad, K. E. (1974). "A standard rock suite for rapid excavation research." Rep. of Investigations 7865, U.S. Bureau of Mines, Washington, D.C.
9. Labuz, J. F., and Bridell, J. M. (1993). "Reducing frictional constraint in compression testing through lubrication." Int. J. Rock Mech. Min. Sci. Geomech. Abstr.IJRMA20148-906210.1016/ 0148-9062(93)91726-Y, 30(4), 451-455.
10. Lade, P. V. (1993). "Rock strength criteria: The theories and the evidence." Comprehensive rock engineering, Vol. 1, J. A. Hudson, ed., Permagon, Oxford, U.K., 255-284.
11. Lambe, T. W. (1967). "Stress path method." J. Soil Mech. and Found. Div.JSFEAQ0044-7994, 93(SM6), 309-331.
12. Lambe, T. W., and Marr, W. A. (1979). "Stress path method: Second edition." J. Geotech. Engrg. Div.AJGEB60093-6405, 105(6), 727-738.
13. Mogi, K. (1967). "Effect of the intermediate principal stress on rock failure." J. Geophys. Res.JGREA20148-0227, 72(20), 5117-5131.
14. Nova, R. (1980). "The failure of transversely isotropic rocks in triaxial compression." Int. J. Rock Mech. Min. Sci. Geomech. Abstr.IJRMA20148-906210.1016/0148-9062(80)90515-X, 17(6), 325-332.
15. Papamichos, E., Tronvoll, J., Vardoulakis, I., Labuz, J., Skjaerstein, A., Unander, T., and Sulem, J. (2000). "Constitutive testing of Red Wildmoor sandstone." Mech. Cohesive-Frict. Mater.MCFMFA1082-5010, 5, 1-40
16. Parry, R. H. G., and Nadarajah, V. (1974). "Observations on laboratory prepared lightly overconsolidated kaolin." GeotechniqueGTNQA80016-8505, 24(3), 345-357.
17. Reades, D. W., and Green, G. E. (1976). "Independent stress control and triaxial extension tests on sand." GeotechniqueGTNQA80016-8505, 26(4), 551-576.
18. Riedel, J. J., Labuz, J. F., and Dai, S.-T. (2003). "Plane strain compression of sandstone under low confinement." Bifurcations and instabilities in geomechanics, J. F. Labuz and A. Drescher, eds., Balkema, Lisse, The Netherlands, 207-216.
19. Roscoe, K. H. (1970). "The influence of strains in soil mechanics." GeotechniqueGTNQA80016-8505, 20(2), 129-170.
20. Saada, A. S., and Ou, C. (1973). "Strain-stress relations and failure of anisotropic clays." J. Soil Mech. and Found. Div.JSFEAQ0044-7994, 99(12), 1091-1111.
21. Vaid, Y. P., Chung, E. K. F., and Kuerbis, R. H. (1990). "Stress path and steady state." Can. Geotech. J.CGJOAH0008-3674, 27(1), 1-7.
22. Wiebols, G. A., and Cook, N. G. W. (1968). "An energy criterion for the strength of rock in polyaxial compression." Int. J. Rock Mech. Min. Sci. Geomech. Abstr.IJRMA20148-9062, 5(6), 529-549.
23. Zhu, W., Baud, P., and Wong, T. (2003). "Dilatancy and post-yielding behavior in porous sandstones: A new loading path." Soil and rock America, Vol. 1, P. J. Culligan, H. H. Einstein, and A. J. Whittle, eds., Verlag Gluckauf GMBH, Essen, Germany, 437-444.