Mechanical properties of unsaturated cohesive soil in consideration of tensile stress

Soils and Foundations

Volumn 43, Issue 2, 2003, Pages 115-122

  Toyota, Hirofumi ^a   Nakamura, Kouichi ^a   Sakai, Naoki ^a   Sramoon, Wilailak ^a  

^a NAGAOKA UNIVERSITY OF TECHNOLOGY   (Japan)

Author keywords

Failure criterion; Stress strain relation; Suction; Tensile stress; Torsional shear; Unsaturated soil (IGC: D6)

Indexed keywords

COMPRESSIVE STRESS; DEFORMATION; FAILURE ANALYSIS; STRAIN; STRENGTH OF MATERIALS; TENSILE STRESS;

FAILURE CRITERION; MATRIC SUCTION; STRESS-STRAIN RELATION; TORSIONAL SHEAR; UNSATURATED SOIL (IGC: D6);

SOILS;

EID: 24744460945     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.43.2_115     Document Type: Article

References (12)

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. of 5th Int. Conf. on SMFE, Paris, 1, 13-21.
3. Fredlund, D. G., Morgenstern, N. R. and Widger, R. A. (1978): The shear strength of unsaturated soils, Can. Geotech. J., 15, 313-321.
4. Fredlund, D. G. and Rahardjo, H. (1993): Soil Mechanics for Unsaturated Soils, John Wiley and Sons, Inc., New York.
5. 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.
6. Hoyos, L. R., Jr. and Macari, E. J. (2001): Development of a stress /suction-controlled true triaxial testing device for unsaturated soils, Geotech. Testing J., 24 (1), 5-13.
7. Macari E. J. and Hoyos, L. R., Jr. (2001): Mechanical behavior of an unsaturated soil under multi-axial stress states, Geotech. Testing J., 24 (1), 14-22.
8. Oloo, S. Y. and Fredlund, D. G. (1996): A method for determination of fb for statically compacted soils, Can. Geotech. J., 33, 272-280.
9. Rad, N. S. and Clough, G. W. (1984): New procedure for saturating sand specimens, J. of Geotech. Engrg., ASCE, 110 (9), 1205-1218.
10. 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.
11. Toyota, H., Sakai, N. and Nishimura, T. (2001a): Effects of stress history due to unsaturation and drainage condition on shear properties of unsaturated cohesive soil, Soils and Foundations, 41 (1), 13-24.
12. Toyota, H., Sakai, N. and Nakamura, K. (2001b): Mechanical properties of saturated cohesive soil with shear history under three dimensional stress conditions, Soils and Foundations, 41 (6), 97-110.