Analytical Solutions to the Axisymmetrical Consolidation of Unsaturated Soils

Author:

Zhou Wan-Huan1,Zhao Lin-Shuang2,Lok Thomas Man-Hoi3,Mei Guo-xiong4,Li Xiao-Bo5

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Faculty of Science and Technology, Univ. of Macau, Macau 999078, China; UMacau Research Institute, Zhuhai, Guangdong, China.

2. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Faculty of Science and Technology, Univ. of Macau, Room E11-1047, Avenida da Universidade, Taipa, Macau 999078, China (corresponding author).

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Faculty of Science and Technology, Univ. of Macau, Macau 999078, China.

4. Professor, Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, College of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China.

5. Dept. of Civil and Environmental Engineering, Faculty of Science and Technology, Univ. of Macau, Macau 999078, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference44 articles.

1. Consolidation of fine-grained soils by drain wells;Barron R. A.;Trans. ASCE,1948

2. PVD improvement of soft Bangkok clay with combined vacuum and reduced sand embankment preloading;Bergado D. T.;Geotech. Eng. SE Asian Geotech. Soc.,1998

3. Analysis of nonlinear settlement for an unsaturated soil under stage continuous loading

4. Consolidation in spatially random unsaturated soils based on coupled flow-deformation simulation

5. Consolidation analysis for unsaturated soils

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