Effects of stress history due to unsaturation and drainage condition on shear properties of unsaturated cohesive soil

Soils and Foundations

Volumn 41, Issue 1, 2001, Pages 13-24

  Toyota, Hirofumi ^a   Sakai, Naoki ^a   Nishimura, Tomoyoshi ^b  

^a NAGAOKA UNIVERSITY OF TECHNOLOGY   (Japan)

^b ASHIKAGA INSTITUTE OF TECHNOLOGY   (Japan)

Author keywords

Cohesive soil; Shear strength; Stress history; Torsional shear; Triaxial test; Unsaturated soil (IGC: D6)

Indexed keywords

EID: 0842290987     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.41.13     Document Type: Article

References (18)

1. Bishop, A. W. (1960): The measurement of pore pressure in the triaxial tests, Proc. Conf. on Pore Pressure and Suction in Soils, London, 38-46.
2. Bishop, A. W. and Donald, I. B. (1961): The experimental study of partly saturated soil in the triaxial apparatus, Proc. 5th ICSMFE, Paris, 1, 13-21.
3. Coleman, J. D. (1962): Stress-strain relations for partly saturated soils, Géotechnique, 12 (4), 348-350.
4. Escario, E. and Sáez, J. (1986): The shear strength of partly saturated soils, Géotechnique, 36 (4), 453-456.
5. Fredlund, D. G., Anqung Xing, M. D., Fredlund, M. D. and Barbour, S. L. (1995): The relationship of the unsaturated soil shear strength to the soil-water characteristic curve, Can. Geotech. J., 32, 440-448.
6. Fredlund, D. G., Morgenstern, N. R. and Widger, R. A. (1978): The shear strength of unsaturated soils, Can. Geotech. J., 15, 313-321.
7. Gan, J. K. M., Fredlund, D. G. and Rahardjo, H. (1988): Determination of the shear strength parameters of an unsaturated soil using the direct shear test, Can. Geotech. J., 25, 500-510.
8. Hight, D. W., Gens, A. and Symes, M. J. (1983): The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils, Géotechnique, 33 (4), 355-383.
9. Jennings, J. E. and Burlund, J. B. (1962): Limitation to the use of effective stresses in partly saturated soils, Géotechnique, 12 (2), 125-144.
10. Kamei, T., Ogawa, S. and Tanaka, N. (1987): The variation in undrained shear characteristics during consolidation process, Soils and Foundations, 27 (3), 91-98.
11. Karube, D., Namura, K., Morita, N. and Iwasaki, T. (1978): Fundamental study of the stress-strain behavior of an unsaturated soil, Proc. of the JSCE, (269) 105-119 (in Japanese).
12. Matyas, E. L. and Radhakrishna, H. S. (1968): Volume change characteristics of partially saturated soils, Géotechnique, 18 (4), 432-448.
13. Oda, Y., Mitachi, T. and Kitoh, H. (1989): Effect of consolidation duration on the undrained shear behavior of cohesive soils, Proc. of the JSCE, 412, 117-126 (in Japanese).
14. b for statically compacted soils, Can. Geotech. J., 33, 272-280.
15. Satija, B. S. and Gulhati, S. K. (1979): Strain rate for shear testing of unsaturated soil, Proc. 6th Asian Regional Conf. on SMFE, Singapore, 83-86.
16. Tatsuoka, F., Sonoda, S., Hara, K., Fukushima, S. and Pradhan, T. B. S. (1986): Failure and deformation of sand in torsional shear, Soils and Foundations, 26 (4), 79-97.
17. Terzaghi, K. (1936): The shearing resistance of saturated soil and the angle between the planes of shear, Proc. of 1st Int. Conf. on SMFE, Harvard, 1, 54-56.
18. Vanapalli, S. K., Fredlund, D. G., Pufahl, D. E. and Clifton, A. W. (1996): Model for the prediction of shear strength with respect to soil suction, Can. Geotech. J., 33, 379-392.