Shear strength and shear-induced volume change behavior of unsaturated soils from a triaxial test program

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 134, Issue 11, 2008, Pages 1619-1632

  Houston, Sandra L ^a   Perez Garcia, Natalia ^a   Houston, William N ^a  

^a Arizona State University   (United States)

Author keywords

Shear strength; Soil properties; Suction; Triaxial tests; Unsaturated soils; Volume change

Indexed keywords

ABS RESINS; CLAY MINERALS; GEOLOGIC MODELS; SHEAR STRENGTH; SOILS; STRENGTH OF MATERIALS; TESTING; UNSATURATED POLYMERS;

SOIL PROPERTIES; SUCTION; TRIAXIAL TESTS; UNSATURATED SOILS; VOLUME CHANGE;

SOIL TESTING;

DEFORMATION; ESTIMATION METHOD; SHEAR STRENGTH; SOIL PROPERTY; SUCTION; TRIAXIAL TEST; UNSATURATED MEDIUM;

EID: 54249161418     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2008)134:11(1619)     Document Type: Article

References (22)

1. Babu, S., Peter, J., Mukesh, M. D., and Gartung, E. (2005). "Significance of soil suction and soil water characteristic curve parameters." Geotech. Test. J. GTJODJ0149-6115, 28(1), 102-107.
2. Donald, I. B. (1956). "Shear strength measurements in unsaturated non-cohesive soils with negative pore water pressure." Proc., 2nd Australia-New Zealand Conf. Soil Mech. Found. Eng, Christchurch, New Zealand, 200-205.
3. Duncan, J. M., and Chang, C. Y. (1970). "Nonlinear analysis of stress and strain in soils." J. Soil Mech. and Found. Div. JSFEAQ0044-7994, 96(5), 1629-1653.
4. Escario, V. (1980). "Suction controlled penetration and shear tests." Proc., 4th Int. Conf. on Expansive Soils, Vol. 2, ASCE, Denver, 781-797.
5. Escario, V., and Juca, J. F. T. (1986). "The shear strength of partly saturated soils." Geotechnique GTNQA80016-8505, 36(3), 453-456.
6. Escario, V., and Juca, J. F. T. (1989). "Shear strength and deformation of partly saturated soils." Proc., 12th Int. Conf. on Soil Mech. Found. Eng, Vol. 2, Balkema, Rio de Janeiro, 43-46.
7. Fredlund, D. G., and Rahardjo, H. (1993). Soil mechanics for unsaturated soils, Wiley, New York.
8. Fredlund, D. G., Rahardjo, H., and Gan, J. K. M. (1987). "Nonlinearity of strength envelope for unsaturated soils." Proc., 6th Int. Conf. on Expansive Soils, New Delhi, India, Balkema, Rotterdam, 49-54.
9. Fredlund, D. G., Xing, A., Fredlund, M. D., and Barbour, S. L. (1996). "The relationship of unsaturated soil shear strength to the soil-water characteristic curve." Can. Geotech. J. CGJOAH0008-3674, 33, 440-448.
10. Fredlund, M., Wilson, G. W., and Fredlund, D. G. (1997). "Indirect procedures to determine unsaturated soils property functions." Proc. of the 50th Canadian Conf., Ottawa, 2-9.
11. Gan, J. K.-M., Fredlund, D. G., and Rahardjo, H. (1988). "Determination of shear strength parameters of an unsaturated soil using the direct shear test." Can. Geotech. J. CGJOAH0008-3674, 25(3), 500-510.
12. Garven, E. A., and Vanapalli, S. K. (2006). "Evaluation of empirical procedures for predicting the shear strength of unsaturated soils." Proc. 4th Int. Conf. on Unsaturated Soils, ASCE, Phoenix, Ariz., 2570-2581.
13. Ho, D. Y. F., and Fredlund, D. G. (1982). "A multistage triaxial test for unsaturated soils." Geotech. Test. J. GTJODJ0149-611510.1520/GTJ10795J, 5(1/2), 18-25.
14. Houston, S. L. (2002). "Applied unsaturated soil mechanics." Proc., 3rd Int. Conf. on Unsaturated Soils, Recife, Brazil, Juca, de Campos, Marinho, eds., Taylor and Francis, London, 1127-1136.
15. Miao, L., Liu, S., and Lai, Y. (2002). "Research of soil-water characteristic and shear strength of Nanyang expansive soil." Eng. Geol. (Amsterdam) EGGOAO0013-7952, 65, 261-267.
16. Oloo, S. Y., and Fredlund, D. G. (1996). "A method for determination of fb for statically compacted soils." Can. Geotech. J. CGJOAH0008-3674, 33, 272-280.
17. Padilla, J. M., Houston, W. N., Lawrence, C. A., Fredlund, D. G., Houston, S. L., and Perez, N. (2006). "An automated triaxial testing device for unsaturated soils." Proc., 4th Int. Conf. on Unsaturated Soils, ASCE, Phoenix, Ariz., 1775-1786.
18. Perez-Garcia, N. (2006). "Development of a protocol for the assessment of unsaturated soil properties." Ph.D. dissertation, Arizona State Univ., Tempe, Ariz.
19. Satija, B. S. (1978). "Shear behavior of partially saturated soils." Ph.D. thesis, Indian Institute of Technology, New Delhi, India.
20. Thu, T. M., Rahardjo, H., and Leong, E. C. (2006). "Effect of hysteresis on shear strength envelopes from constant water content and consolidated drained tests." Proc., 4th Int. Conf. on Unsaturated Soils, ASCE, Phoenix, Ariz., 1212-1222.
21. Vanapalli, S. K. (1994). "Simple test procedures and their interpretation in evaluating the shear strength of an unsaturated soil." Ph.D. thesis, Univ. of Saskatchewan, Saskatoon, Canada.
22. Vanapalli, S. K., and Fredlund, D. G. (2000). "Comparison of empirical procedures to predict the shear strength of unsaturated soils using the soil water characteristic curve." Proc., Unsaturated Soils, Geo-Denver 2000, Vol. GSP 99, ASCE, 195-209.