Constant p' and Constant Volume Friction Angles Are Different

Geotechnical Testing Journal

Volumn 20, Issue 3, 1997, Pages 304-316

  Kutter, Bruce L ^a   Chen, Yie Ruey ^b  

^a University of California   (United States)

^b CHANG JUNG CHRISTIAN UNIVERSITY   (Taiwan)

Author keywords

Critical state; Dilation; Drained shear; Failure; Friction; Friction angle; Sand; Triaxial test; Undrained shear

Indexed keywords

EID: 0008003270     PISSN: 01496115     EISSN: None     Source Type: Journal    
DOI: 10.1520/gtj19970006     Document Type: Article

References (32)

1. Arulmoli, K., Muraleetharan, K. K., Hossain, M. M., and Fruth, L. S., March 1992, "VELACS Laboratory and Testing Program, Soil Data Report," prepared by The Earth Technology Corporation, Irvine, CA, for the National Science Foundation, Washington, DC.
2. Been, K., Jefferies, M. G., and Hachey, J., 1991, "The Critical State of Sand," Geotechnique, Vol. 41, No. 3, pp. 365-381.
3. Bishop, A. W. and Henkel, D. J., 1962, The Measurement of Soil Properties in the Triaxial Test, 2nd ed., Edward Arnold, London.
4. Bolton, M. D., 1986, "The Strength and Dilatancy of Sands," Geotechnique, Vol. 36, No. 1, pp. 65-78.
5. Bolton, M. D., 1987, "The Strength and Dilatancy of Sands," Discussion, Geotechnique, Vol. 37, No. 2, pp. 219-226.
6. Bora, P. K., May 1984, "Shear Failure in Granular Media," Journal of Geotechnical Engineering, ASCE, Vol. 110, No. 5, pp. 582-598.
7. Casagrande, A., 1936, "Characteristics of Cohesionless Soils Affecting the Stability of Slopes and Earth Fills," Journal of the Boston Society of Civil Engineers, pp. 257-276.
8. Chen, Y.-R., 1995, Behavior of a Fine Sand in Triaxial, Torsional and Rotational Shear Tests, Ph.D. dissertation, University of California, Davis.
9. Chu, J. and Lo, S.-C. R., March 1993, "On the Measurement of Critical State Parameters of Dense Granular Soils," Geotechnical Testing Journal, ASTM, Vol. 16, No. 1, pp. 27-35.
10. Chu, J., Lo, S.-C. R., and Lee, I. K., February 1992, "Strain-Softening Behavior of Granular Soil in Strain-Path Testing," Journal of Geotechnical Engineering, ASCE, Vol. 118, No. 2, pp. 191-208.
11. Hettler, A. and Vardoulakis, I., 1984, "Behavior of Dry Sand Tested in a Larger Triaxial Apparatus," Geotechnique, Vol. 34, No. 2, pp. 183-198.
12. Ishihara, K., Tatsuoka, F., and Yasuda, S., 1975, "Undrained Deformation and Liquefaction of Sand Under Cyclic Stresses," Soils and Foundations, Vol. 15, pp. 29-44.
13. Kutter, B. L., Chen, Y.-R., and Shen, C. K., June 1994, "Triaxial and Torsional Shear Test Results for Sand," Contract Report to Naval Civil Engineering Laboratory, Report No. CR94.003-SHR, Naval Facilities Engineering Service Center, Port Hueneme, CA.
14. Lambe, T. W. and Whitman, R. V., 1979, Soil Mechanics, SI Version, John Wiley and Sons, New York.
15. Lee, I. K., 1968, Soil Mechanics, Selected Topics, American Elsevier Publishing Company, Inc., New York.
16. Lee, K. L. and Seed, H. B., November 1967, "Drained Strength Characteristics of Sands," Journal of the Soil Mechanics and Foundation Division, ASCE, Vol. 93, No. SM6, pp. 117-141.
17. Li, X. S., Chan, C. K., and Shen, C. K., 1988, "An Automated Triaxial Testing System," Advanced Triaxial Testing of Soil and Rock, ASTM STP 977, American Society for Testing and Materials, West Conshohocken, PA, pp. 95-106.
18. Lo, K. Y. and Lee, C. F., 1973, "Stress Analysis and Slope Stability in Strain Softening Materials," Geotechnique, Vol. 23, No. 1, pp. 1-11.
19. Lo, S.-C. R., Chu, J., and Lee, I. K., September 1994, "Investigation of the Strain-Softening Behavior of Granular Soils with a New Multiaxial Cell," Geotechnical Testing Journal, Vol. 17, No. 3, pp. 325-336.
20. Nova, R., 1982, "A Constitutive Model for Soil under Monotonic and Cyclic Loading," Soil Mechanics-Transient and Cyclic Loads, John Wiley & Sons Ltd., New York, pp. 343-373.
21. Nova, R. and Wood, D. M., 1979, "A Constitutive Model for Sand in Triaxial Compression," International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 3, pp. 255-278.
22. Pestana, J. M. and Whittle, A. J., 1995, "Compression Model for Cohesionless Soils," Geotechnique, Vol. 45, No. 4, pp. 611-632.
23. Prevost, J. H. and Hoeg, K., 1975, "Soil Mechanics and Plasticity Analysis of Strain Softening," Geotechnique, Vol. 25, No. 2, pp. 279-297.
24. Ramamurthy, T., Kanitkar, V. K., and Prakash, K., 1974, "Behavior of Course-Grained Soils under High Stresses," Journal of the Indian National Society of Soil Mechanics and Foundation Engineering, Delhi, India, Vol. 4, No. 1, pp. 39-63.
25. Roscoe, K. H., 1970, "The Influence of Strains in Soil Mechanics," Geotechnique, Vol. 20, No. 2, pp. 129-170.
26. Rowe, P. W., 1962, "The Stress-Dilatancy Relation for Static Equilibrium of an Assembly of Particles in Contact," Proceedings of the Royal Society, Vol. 269A, pp. 500-527.
27. Rowe, P. W., 1969, "The Relation Between the Shear Strength of Sands in Triaxial Compression, Plane Strain and Direct Shear," Geotechnique, Vol. 19, No. 1, pp. 75-86.
28. Schofield, A. N. and Wroth, C. P., 1968, Critical State Soil Mechanics, McGraw-Hill Publishing Co., Great Britain.
29. Tatsuoka, F. and Ishihara, K., June 1974, "Yielding of Sand in Triaxial Compression," Soils and Foundations, Vol. 14, No. 2, pp. 63-76.
30. Taylor, D. W., 1948, Fundamental of Soil Mechanics, John Wiley and Sons, New York, pp. 311-361.
31. Wang, Z. L., Dafalias, Y. F., and Shen, C. K., May 1990, "Bounding Surface Hypoplasticity Model for Sand," Journal of Engineering Mechanics, ASCE, Vol. 116, No. 5, pp. 983-1001.
32. Wood, D. M., 1990, Soil Behavior and Critical State Soil Mechanics, Cambridge University Press, Cambridge.