Shear strength of compacted soil under infiltration condition

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 130, Issue 8, 2004, Pages 807-817

  Melinda, F ^a   Rahardjo, H ^a   Han, K K ^a   Leong, E C ^a  

^a NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

Author keywords

[No Author keywords available]

Indexed keywords

DEFORMATION; GEOTECHNICAL ENGINEERING; GROUNDWATER; INFILTRATION; LANDSLIDES; RAIN; SHEAR STRENGTH; SHEAR STRESS;

GROUNDWATER TABLES; MATRIC SUCTION; RESIDUAL SOILS;

SOILS;

INFILTRATION; LANDSLIDE; PORE PRESSURE; SHEAR STRENGTH; SLOPE STABILITY;

EID: 4243198360     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2004)130:8(807)     Document Type: Article

References (15)

1. American Society for Testing and Materials D2487-90 (ASTM). (1992). "Standard test method for classification of soils for engineering purposes." 1992 Annual Books of ASTM Standards, Vol. 04.08, Sec. 4, Philadelphia, 326-336.
2. 3 ]." 1992 Annual Books of ASTM Standards, Vol. 04.08, Sec. 4, Philadelphia, 166-173.
3. Bhandari, R. K., and Dias, A. A. V. (1996). "Rain triggered slope movements as indicators of landslide dynamics." Proc., 7th Int. Symp. on Landslides, Vol. 3, Balkema, Trondheim, Norway, 1515-1520.
4. Brenner, R. P., Tan, H. K., and Brand, E. W. (1985). "Field stress path simulation of slope failure." Proc., 11th Int. Conf. of Soil Mechanics Foundation Engineering, Vol. 2, Balkema, San Francisco, 991-996.
5. Escario, V., and Saez, J. (1986). "The shear strength of partly saturated soil." Geotechnique, 36(3), 453-456.
6. Fredlund, D. G., Morgenstern, N. R., and Widger, R. A. (1978). "The shear strength of unsaturated soils." Can. Geotech. J., 15(3), 313-321.
7. Fredlund, D. G., and Rahardjo, H. (1993). Soil mechanics for unsaturated soils, Wiley, Singapore.
8. Gan, J. K. M. (1986). "Direct shear testing of unsaturated soils." MS Thesis, Univ. of Saskatchewan, Saskatoon, Sask., Canada.
9. Gan, J. K. M., and Fredlund, D. G. (1992). "Direct shear testing of a Hong Kong soil under various applied matric suction." GEO Rep. No. 11, Geotechnical Engineering Office, Hong Kong.
10. Gasmo, J. M., Rahardjo, H., and Leong, E. C. (2000). "Infiltration effects on stability of a residual soil slope." Comput. Geotech., 26, 145-165.
11. Han, K. K. (1997). "Effect of hysteresis, infiltration and tensile stress on the strength of unsaturated soil." PhD Thesis, School of Civil and Structural Engineering, Nanyang Technological Univ., Singapore.
12. Han, K. K., and Rahardjo, H. (2000) "Mechanism of rain-induced slope failures in residual soils," in "Unsaturated Soils for Asia." H. Rahardjo et al., eds., Proc., Asian Conf. on Unsaturated Soils (UNSAT-ASIA 2000) From Theory to Practice, Balkema, Singapore, 505-508.
13. Kim, S. K., Hong, W. P., and Kim, Y. M. (1992). "Prediction of rainfall-triggered landslides in Korea." Landslides, Proc., 6th Int. Symp., Vol. 2, Balkema, Christchurch, New Zealand, 989-994.
14. Low, T. H., Hashim, S., and Ali, F. (1997). "Shear strengths of unsaturated residual soils using modified direct shear box." Proc., 3rd Asian Young Geotechnical Engineers Conf., Photoplates, Singapore, 607-616.
15. Moriwaki, H. (1993). "Behaviour of pore-water pressure at slope failure." Proc., 7th Int. Conf. and Field Workshop on Landslides, Czech and Slovak Republics, 263-268.