Nonlinear Mohr envelopes based on triaxial data

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 130, Issue 5, 2004, Pages 498-506

  Baker, R ^a  

^a TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

Author keywords

Data analysis; Envelope; Stress; Tensile strength

Indexed keywords

LINEAR CONTROL SYSTEMS; PARAMETER ESTIMATION; SLOPE STABILITY; SOILS; STRESS ANALYSIS; TENSILE STRENGTH;

COHESIVE STRENGTH; DATA SETS; NONLINEAR MOHR ENVELOPES; TRIAXIAL DATA;

GEOTECHNICAL ENGINEERING;

HOEK-BROWN CRITERION; MOHR THEORY; SOIL MECHANICS; TENSILE STRENGTH;

EID: 2342583396     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2004)130:5(498)     Document Type: Article

References (27)

1. Ahmad, S. A., and Peaker, K. R. (1977). "Geotechnical properties of soft marine Singapore clay." Proc., Int. Symp. on Soft Clays, Bangkok, Thailand, 3-14.
2. Atkinson, J. H., and Farrar, D. M. (1985). "Stress path tests to measure soil strength parameters for shallow landslips." Proc., 11th Int. Conf. on Soil Mechanics and Foundation Engineering, San Francisco, 983-986.
3. Baker, R. (2003). "Inter-relations between experimental and computational aspects of slope stability analysis." Int. J. Numer. Analyt. Meth. Geomech., 27(5), 34-42.
4. Baker, R., and Frydman, S. (1983). "Upper bound limit analysis of soil with non-linear failure criterion." Soils Found., 23(4), 34-42.
5. Baker, R., and Garber, M. (1978). "Theoretical analysis of the stability of slopes." Geotechnique, 28(4), 395-411.
6. Bishop, A. W., Webb, D. L., and Lewin, P. I. (1965). "Undisturbed samples of London Clay from the Ashford Common shaft: Strength-effective normal stress relationship." Geotechnique, 15(1), 1-31.
7. Charles, J. A., and Soares, M. M. (1984). "Stability of compacted rockfill slopes." Geotechnique, 34(1), 61-70.
8. Charles, J. A., and Watts, K. S. (1980). "The influence of confining pressure on the shear strength of compacted rockfill." Geotechnique, 30(4), 353-367.
9. Collins, I. F., Gunn, C. I. M., Pender, M. J., and Wang, Y. (1988). "Slope stability analyses for materials with a nonlinear failure envelope." Int. J. Numer. Analyt. Meth. Geomech., 12(5), 533-550.
10. Day, R. W., and Axten, G. W. (1989). "Surficial stability of compacted clay slopes." J. Geotech. Eng., 115(4), 577-580.
11. de Mello, V. B. F. (1977). "Reflections on design decisions of practical significance to embankment dams-17th Rankine lecture." Geotechnique, 27(3), 281-354.
12. Frydman, S. (1968). "The effect of stress history on the stress-deformation behavior of sand." MSc thesis, Technion, I.I.T, Haifa, Israel.
13. Griffith, A. A. (1924). "Theory of repute." Proc., 1st Congress on Applied Mechanics, Delft, The Netherlands, 55-63.
14. Hoek, E. (1983). "Strength of jointed rock masses." Geotechnique, 33(8), 187-223.
15. Hoek, E., and Broun, E. T. (1980). "Empirical strength criterion for rock masses." J. Geotech. Eng., 106(9), 1013-1035.
16. Jiang, J. C., Baker, R., and Yamagami, T. (2003). "The effect of strength envelope nonlinearity on slope stability computations." Can. Geotech. J., 40(2), 308-325.
17. Lefebvre, G. (1981). "Strength and slope stability in Canadian soft clay deposits." Can. Geotech. J., 18(3), 420-442.
18. Maksimovic, M. (1989). "Nonlinear failure envelope for soils." J. Geotech. Eng., 115(4), 581-586.
19. Misra, B. (1972). "Correlation of rock properties with machine performance." PhD thesis, Leeds Univ., Leeds, England.
20. Penman, A. (1953). "Shear characteristics of saturated silt measured in triaxial compression." Geotechnique, 15(1), 79-93.
21. Perry, J. (1994). "A technique for defining non-linear shear strength envelopes and their incorporation in a slope stability method of analysis." Q. J. Eng. Geol., 27(3), 231-241.
22. Ponce, V. M., and Bell, J. M. (1971). "Shear strength of sand at extremely low pressures." J. Geotech. Eng., 9(4), 625-638.
23. Sen, A., and Srivastava, M. (1990). Regression analysis, theory, methods, and applications, Springer Texts in Statistics, Springer, New York.
24. Sheorey, P. R. (1997). Empirical rock failure criteria, Balkama, Rotterdam, The Netherlands.
25. Sokolovskii, V. V. (1965). Static of granular media, Pergamon, New York.
26. Ucar, R. (1986). "Determination of shear failure envelope in rock masses." J. Geotech. Eng., 112(3), 303-315.
27. Wolfram, S. (1996). The Mathematica book, Cambridge University Press, Cambridge, U.K.