Stress-Strain Behavior of Granular Soils Subjected to Internal Erosion-Reference-Cited by-同舟云学术

Stress-Strain Behavior of Granular Soils Subjected to Internal Erosion

Published:2016-12 Issue:12 Volume:142 Page:06016014
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chen C.¹,Zhang L. M.²,Chang D. S.³

Affiliation:

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

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

3. Research Engineer, AECOM Asia Company Ltd., 138 Shatin Rural Committee Rd., Hong Kong.

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.1943-5606.0001561

Reference18 articles.

1. ASTM. (2012). “Standard practice for classification of soils for engineering purposes (unified soil classification system).” ASTM D2487 West Conshohocken PA.

2. A stress-controlled erosion apparatus for studying internal erosion in soils;Chang D. S.;Geotech. Testing J.,2011

3. Critical Hydraulic Gradients of Internal Erosion under Complex Stress States

4. Large and Small Strain Properties of Sands Subjected to Local Void Increase

5. ICOLD. (2012). “Internal erosion of existing dams levees and dikes and their foundations.” International Commission on Large Dams Paris.

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