Author:
Hou Xiaokun,Vanapalli Sai K.,Li Tonglu
Funder
National Natural Science Foundation of China
Chinese Ministry of Science and Technology
Research Funds for the Central Universities
Natural Science Basic Research Plan in Shaanxi Province of China
China Scholarship Council (CSC) - University of Ottawa Joint Scholarship
Subject
Geology,Geotechnical Engineering and Engineering Geology
Reference48 articles.
1. A constitutive model for partially saturated soils;Alonso;Géotechnique,1990
2. 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
3. Bimodal pore size distribution of a high-plasticity compacted clay;Burton;Géotech. Let.,2014
4. Soil-water characteristics of unsaturated undisturbed loess under confined compression condition;Chen;Chin. J. Rock Mech. Eng.,2011
5. Research on the compression and wetting deformation behavior of intact loess under isotropic stress;Chen;Chin. J. Rock Mech. Eng.,2017
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