| Institution: | 1. Department of Urban Management, Kyoto University, Japan;2. Institute of Urban Innovation, Yokohama National University, Japan;3. Faculty of Societal Safety Sciences, Kansai University, Japan;1. Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, 200092 Shanghai, China;2. Key Laboratory of Geotechnical and Underground Engineering, Ministry of Education, 200092 Shanghai, China;3. Soil Mechanics Laboratory, École Polytechnique Fédérale de Lausanne, EPFL, Station 18, CH-1015 Lausanne, Switzerland;1. Research Center of Geotechnical and Structural Engineering, Shandong University, Jinan, China;2. State Key Laboratory for GeoMechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou, China;3. Department of Civil Engineering, Zhejiang University City College, Hangzhou, China;1. Department of Geo-Engineering, Deltares, Boussinesqweg 1, 2629HV Delft, The Netherlands;2. Department of Engineering, University of Cambridge, Trumpington Street, Cambridge CB2 1PZ, United Kingdom |
