Critical Hydraulic Gradients of Internal Erosion under Complex Stress States-Reference-Cited by-同舟云学术

Critical Hydraulic Gradients of Internal Erosion under Complex Stress States

Published:2013-09 Issue:9 Volume:139 Page:1454-1467
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chang D. S.¹,Zhang L. M.²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Hong Kong 999077.

2. Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Hong Kong 999077 (corresponding author).

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%29GT.1943-5606.0000871

Reference38 articles.

1. ASTM. (2000a). “Standard practice for classification of soils for engineering purposes (unified soil classification system).” D2487 West Conshohocken PA.

2. ASTM. (2000b). “Standard test method for soil compaction determination at shallow depths using 5-lb (2.3 kg) dynamic cone penetrometer.” D7380-08 West Conshohocken PA.

3. ASTM. (2002). “Standard test method for consolidated undrained triaxial compression test for cohesive soils.” D4767-04 West Conshohocken PA.

4. Experimental Parametric Study of Suffusion and Backward Erosion

5. British Standards Instittion (BSI). (1990). “Methods of test for soils for civil engineering purposes.” BS1377 London.

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