Coupled Hydromechanical Behavior of Compacted Loess during Isotropic Compression

Author:

Zhang Ziran1,Fu Yukai2,Zhou Annan3ORCID,Hou Xiaokun4ORCID,Zhang Maosheng5,Fan Zhongjie6ORCID

Affiliation:

1. Chang’an Univ., Xi’an 710054, China; Water Cycle and Geological Environment Observation and Research Station for the Chinese Loess Plateau, Ministry of Education, Zhengning, Gansu 745399, China.

2. Chang’an Univ., Xi’an 710054, China; Water Cycle and Geological Environment Observation and Research Station for the Chinese Loess Plateau, Ministry of Education, Zhengning, Gansu 745399, China (corresponding author).

3. School of Engineering, Royal Melbourne Institute of Technology (RMIT Univ.), Melbourne, VIC 3001, Australia. ORCID: .

4. Key Laboratory of Shale Gas and Geoengineering, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029, China. ORCID: .

5. Xi’an Jiaotong Univ., Xi’an 710049, China.

6. Changjiang River Scientific Research Institute of Changjiang Water Resources Commission, Wuhan 430010, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference52 articles.

1. A constitutive model for partially saturated soils;Alonso E. E.;Géotechnique,1990

2. ASTM (2003) Standard test method for measurement of soil potential (suction) using filter paper. West Conshohocken PA: ASTM.

3. Permeability function for unsaturated soils with different initial densities;Cai G. Q.;Can. Geotech. J.,2014

4. Overall volume change, water volume change, and yield associated with an unsaturated compacted loess;Chen Z. H.;Can. Geotech. J.,1999

5. Nonlinear and elasto–plasticity consolidation models of unsaturated soil and applications;Chen Z. H.;Appl. Math. Mech. (Engl. Ed.),2001

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