A Framework for Unifying Soil Fabric, Suction, Void Ratio, and Water Content during the Dehydration Process-Reference-Cited by-同舟云学术

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A Framework for Unifying Soil Fabric, Suction, Void Ratio, and Water Content during the Dehydration Process

Published:2014-02-28 Issue:2 Volume:78 Page:387-399
ISSN:0361-5995
Container-title:Soil Science Society of America Journal
language:en
Short-container-title:Soil Science Society of America Journal

Author:

Li Xu¹²,Zhang Li-Min³,Wu Li-Zhou⁴⁵

Affiliation:

1. Beijing Jiaotong Univ.; Beijing

2. State Key Laboratory of Hydro-science and Engineering; China

3. Dep. of Civil and Environmental Engineering; Hong Kong Univ. of Science and Technology; Hong Kong

4. State Key Laboratory of Geohazard Prevention and Geoenvironment Protection; Chengdu Univ. of Technology; Chengdu 610059 Sichuan

5. College of Civil Engineering and Architecture China Three Gorges Univ.; China

Funder

National Basic Research Program of China

Publisher

Wiley

Subject

Soil Science

Link

http://onlinelibrary.wiley.com/wol1/doi/10.2136/sssaj2013.08.0362/fullpdf

Reference60 articles.

1. Modeling the mechanical behavior of expansive clays;Alonso;Eng. Geol.,1999

2. Relationship between porosimetry measurement and soil-water characteristic curve for an unsaturated residual soil;Aung;Geotech. Geol. Eng.,2001

3. Modeling volume change and mechanical properties with hydraulic models;Baumgartl;Soil Sci. Soc. Am. J.,2004

4. Influence of the initial water content and dry density on the soil-water retention curve and the shrinkage behavior of a compacted clay;Birle;Acta Geotech.,2008

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