| Institution: | 1. Institute of Mineral Resources Engineering, National Taipei University of Technology, Taipei, Taiwan;2. Department of Civil Engineering, National Taiwan University, Taipei, Taiwan;3. Department of Geotechnical Engineering, CECI Engineering Consultants, Inc., Taipei, Taiwan;1. Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, 100124, China;2. Department of Civil Engineering, Tianjin University, Tianjin, 300350, China;1. Department of Engineering Mechanics, Shijiazhuang Tiedao University, Shijiazhuang 050043, China;2. School of Foundation, Hebei Institute of Architecture and Civil Engineering, Zhangjiakou 075000, China;1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China;2. Geotechnical and Structural Engineering Research Center, Shandong University, Jinan 250061, China;1. Department of Civil and Earth Resources Engineering, Kyoto University, Katsura, Nishigyou-ku, Kyoto 615-8540, Japan;2. Research Group for Tunnel Engineering, Kajichō, Chiyoda-ku, Tokyo 101-0044, Japan |
