Undrained sand behavior in axisymmetric tests at high pressures

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 122, Issue 2, 1996, Pages 120-129

  Lade, Poul V ^a   Yamamuro, Jerry A ^b  

^a Johns Hopkins University   (United States)

^b CLARKSON UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

AXISYMMETRIC; CONFINING PRESSURES; CRITICAL STATE; EFFECTIVE STRESS; EXPERIMENTAL STUDIES; FAILURE ENVELOPE; FRICTION ANGLES; HIGH CONFINING PRESSURE; HIGH PRESSURE; MOHR-COULOMB; PARTICLE CRUSHING; RUBBER MEMBRANES; STEEL PLATES; TRIAXIAL COMPRESSION TESTS; TRIAXIAL EXTENSION; TWO LAYERS; UNDRAINED;

COMPRESSION TESTING; CRITICAL CURRENT DENSITY (SUPERCONDUCTIVITY); ROCK PRESSURE; SOIL MECHANICS;

HIGH PRESSURE ENGINEERING;

CRITICAL STATE; SAND; STRESS FAILURE ENVELOPE; STRESS PATH; TRIAXIAL COMPRESSION TEST; UNDRAINED STRENGTH;

EID: 0030422683     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9410(1996)122:2(120)     Document Type: Article

References (27)

1. Bishop, A. W.( 1966). "The strength of soils as engineering materials."Géotechnique, London, England, 16(2), 89-130.
2. Bishop, A. W., Webb, D. L., and Skinner, A. E. (1965). "Triaxial tests on soil at elevated cell pressures."Proc., Sixth Int. Conf. on Soil Mech. and Found. Engrg., University of Toronto Press, Toronto, Canada, Vol. 1, 170-174.
3. Casagrande, A. (1940). "Characteristics of cohesionless soils affecting the stability of slopes and earth fills."Contributions to soil mechanics, 1925-1940, Boston Society of Civil Engineers, Boston, Mass., 257-276.
4. Casagrande, A.( 1971). "On liquefaction phenomena."Géotechnique, London, England, 21(3), 197-202.
5. Castro, G. (1969). "Liquefaction of sands."Harvard Soil Mech. Series No. 81, Cambridge, Mass., Jan.
6. Coop, M. R.( 1990). "The mechanics of uncemented carbonate sands."Géotechnique, London, England, ICDTEA 40(4), 607-626. ICDTEA
7. Hardin, B. O.( 1985). "Crushing of soil particles."J. Geotech. Engrg., ASCE, 111(10), 1177-1192.
8. Lade, P. V., and Hernandez, S. B.( 1977). "Membrane penetration effects in undrained tests."J. Geotech. Engrg. Div., ASCE, 103(2), 109-125.
9. Lade, P. V., Nelson, R. B., and Ito, Y. M.( 1987). "Nonassociated flow and stability of granular materials."J. Engrg. Mech., ASCE, JENMDT 113(9), 1302-1318. JENMDT
10. Lade, P. V., Nelson, R. B., and Ito, Y. M.( 1988). "Instability of granular materials with nonassociated flow."J. Engrg. Mech., ASCE, JENMDT 114(12), 2173-2191. JENMDT
11. Lade, P. V., and Pradel, D.( 1990). "Instability and plastic flow of soils. I: Experimental observations."J. Engrg. Mech., ASCE, JENMDT 116(11), 2532-2550. JENMDT
12. Lee, K. L. (1965). "Triaxial compressive strength of saturated sand under seismic loading conditions, " PhD thesis, University of California, Berkeley.
13. Lee, K. L., and Seed, H. B.( 1967). "Drained strength characteristics of sands."J. Soil Mech. and Found. Div., ASCE, 93(6), 117-141.
14. Murphy, D. J. (1970). "Soils and rocks: Composition, confining level and strength, " PhD thesis, Duke Univ., Durham, N.C.
15. Pradel, D., and Lade, P. V.( 1990). "Instability and plastic flow of soils. II: Analytical investigation."J. Engrg. Mech., ASCE, JENMDT 116(11), 2550-2565. JENMDT
16. Roscoe, K. H., and Burland, J. B. (1968). "On the generalized stress-strain behaviour of 'wet' clay."Engineering plasticity, J. Heymann and F. A. Leckie, eds., Cambridge University Press, Cambridge, England, 535-609.
17. Roscoe, K. H., Schofield, A. N., and Wroth, C. P.( 1958). "On the yielding of soils."Géotechnique, London, England, 8(1), 22-53.
18. Rutledge, P. (1947). "Cooperative triaxial shear research program."Progress Rep. on Soil Mech. Fact Finding Survey, U.S. Army Corps of Engineers, Waterways Experiment Station, Vicksburg, Miss.
19. Seed, H. B., and Lee, K. L.( 1967). "Undrained strength characteristics of cohesionless soils."J. Soil Mech. and Found. Div., ASCE, 93(6), 333-360.
20. Tai, Tein-lie (1970). "Strength and deformation characteristics of cohesionless materials at high pressures, " PhD thesis, Duke University, Durham, N.C.
21. Vesic, A. S., and Clough, G. W.( 1968). "Behavior of granular materials under high stresses."J. Soil Mech. and Found. Div., ASCE, 94(3), 661-688.
22. Wood, D. M. (1990). Soil behaviour and critical state soil mechanics, Cambridge University Press, Cambridge, England, 162-172.
23. Yamamuro, J. A. (1993). "Instability and behavior of granular materials at high pressures." PhD thesis, University of California, Los Angeles.
24. Yamamuro, J. A., and Lade, P. V.( 1993a). "B-value measurements for granular materials at high confining pressures."Geotech. Testing J., 16(2), 165-171.
25. Yamamuro, J. A., and Lade, P. V.( 1993b). "Effects of strain rate on instability of granular soils."Geotech. Testing J., ASTM, 16(3), 304-313.
26. Yamamuro, J. A., and Lade, P. V.( 1995). "Strain localization in extension tests on granular materials."J. Engrg. Mech., ASCE, JENMDT 121(7), 828-836. JENMDT
27. Yamamuro, J. A., and Lade, P. V.( 1996). "Drained sand behavior in axisymmetric tests at high pressures."J. Geotech. Engrg., ASCE, JGENDZ 122(2), 109-119. JGENDZ