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Analytical study for double-layer geosynthetic reinforced load transfer platform on column improved soft soil
Affiliation:1. School of Civil and Environmental Engineering, University of Technology Sydney (UTS), Sydney, Australia;2. The Department of Civil and Environmental, The Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong, China;1. Department of Civil and Environmental Engineering, Faculty of Science and Technology, University of Macau, Macau;2. UMacau Research Institute, Zhuhai, Guangdong, China;1. Department of Civil Engineering, Zhejiang University, Hangzhou 310058, China;2. Institute of Light-wave Technology, Xiamen University, Xiamen 361005, China;1. Key Laboratory of Mountain Hazards and Earth Surface Processes, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu 610041, China;2. Priority Research Centre For Geotechnical And Materials Modelling, Faculty of Engineering and Built Environment, The University of Newcastle, Callaghan, NSW, Australia;3. Key Laboratory of High-Speed Railway Engineering of Ministry of Education, School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China;1. Institute of Geotechnical and Underground Engineering, Huazhong University of Science and Technology, Wuhan 430074, China;2. Key Lab of Highway Construction & Maintenance Technology in Loess Region, Shanxi Transportation Research Institute, Shanxi 030000, China;1. Federal University of Rio Grande - FURG, Rio Grande - RS, School of Engineering, Brazil;2. Federal University of Rio de Janeiro, COPPE, Rio de Janeiro, RJ, 21945-970, Brazil;3. LUNAM Univ., IFSTTAR, Department GERS, Laboratory Geomaterials and Models in Geotechnics, Route de Bouaye, CS4, 44344, Bouguenais Cedex, France;1. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Geotechnical Research Institute, Hohai University, Xi Kang Road, Nanjing 210098, China;2. Geotechnical Research Institute, Dept. of College of Civil and Transportation Engineering, Hohai University, Nanjing, China
Abstract:
Keywords:Geosynthetics  Soil-structure interaction  Timoshenko beam  Load transfer platform  Multilayer  Soft soil
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