Shear Strength of Compacted Soil under Infiltration Condition-Reference-Cited by-同舟云学术

Shear Strength of Compacted Soil under Infiltration Condition

Published:2004-08 Issue:8 Volume:130 Page:807-817
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Melinda F.¹,Rahardjo H.²,Han K. K.¹,Leong E. C.³

Affiliation:

1. Formerly, Post Graduate Student, School of Civil and Environmental Engineering, Nanyang Technological Univ., 639798 Singapore.

2. Associate Professor and Vice Dean, School of Civil and Environmental Engineering, Nanyang Technological Univ., Block N1, 1A-02, Nanyang Ave., 639798 Singapore (corresponding author).

3. Associate Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Block N1, 1C-80, Nanyang Ave., 639798 Singapore.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282004%29130%3A8%28807%29

Reference15 articles.

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. American Society for Testing and Materials D698-91 (ASTM). (1992). “Test method for laboratory compaction characteristics of soil using standard effort [12 400 ft-lbf/ft 3 (600 kN-m/m 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. The shear strength of partly saturated soils

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