Undrained shear behavior of loess saturated with different concentrations of sodium chloride solution-Reference-Cited by-同舟云学术

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Undrained shear behavior of loess saturated with different concentrations of sodium chloride solution

Published:2013-03 Issue: Volume:155 Page:69-79
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Zhang Fanyu,Wang Gonghui,Kamai Toshitaka,Chen Wenwu,Zhang Dexuan,Yang Jun

Funder

National Natural Science Foundation of China

Opening Fund of Key Laboratory of Mechanics on Disaster and Environment in Western China (Lanzhou University)

China Scholarship Council

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference58 articles.

1. The effect of calcium ions in pore water on the residual shear strength of kaolinite and sodium montmorillonite;Anson;Geotechnique,1998

2. Mechanisms of osmotic flow and volume change in clay soils;Barbour;Canadian Geotechnical Journal,1989

3. A new ring shear apparatus and its application to the measurement of residual strength;Bishop;Geotechnique,1971

4. Hydraulic conductivity of compacted clay to dilute organic chemicals;Bowders;Journal of Geotechnical Engineering,1987

5. A simple ring shear apparatus;Bromhead;Ground Engineering,1979

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