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Analytical solution for the two-dimensional plane strain consolidation of an unsaturated soil stratum subjected to time-dependent loading
Affiliation:1. School of Engineering and Information Technology, Faculty of Science and Technology, Federation University Australia, Australia;2. Centre for Built Infrastructure Research, School of Civil and Environmental Engineering, University of Technology, Sydney (UTS), Australia;1. Department of Civil and Environmental Engineering, Faculty of Science and Technology, University of Macau, Macau, China;2. UMacau Research Institute, Zhuhai, Guangdong, China;3. Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, College of Civil Engineering and Architecture, Guangxi University, Nanning, China;1. College of Urban Railway Transportation, Shanghai University of Engineering Science, Shanghai 201620, China;2. Department of Civil Engineering, Shanghai University, Shanghai 200444, China;3. College of Mechanical Engineering, Shanghai University of Engineering Science, Shanghai 201620, China;4. Department of Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China;1. Institute of Geotechnical and Underground Engineering, Huazhong University of Science and Technology, Wuhan, Hubei 430074, China;2. State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining & Technology, Xuzhou, Jiangsu 221116, China;3. School of Engineering and Applied Science, University of Virginia, Charlottesville, VA 22903, United States
Abstract:
Keywords:Analytical solution  Unsaturated soil  Two-dimensional consolidation  Settlement  Excess pore pressure  Time-dependent loading
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