Prediction of Pile Response to Lateral Spreading by 3D Soil Water Coupled Dynamic Analysis Shaking in the Direction Perpendicular to Ground Flow英文电子书.pdf

ARTICLE IN PRESS Soil Dynamics and Earthquake Engineering 28 (2008) 436–452 /locate/soildyn Prediction of pile response to lateral spreading by 3-D soil–water coupled dynamic analysis: Shaking in the direction perpendicular to ground flow a, b c d e a R. Uzuoka , M. Cubrinovski , H. Sugita , M. Sato , K. Tokimatsu , N. Sento , a f g h M. Kazama , F. Zhang , A. Yashima , F. Oka aDepartment of Civil Engineering, Tohoku University, 6-6-06 Aramaki-Aza Aoba, Aoba-ku, Sendai 980-8579, Japan bDepartment of Civil Engineering, University of Canterbury, Private Bag 4800, Christchurch 8140, New Zealand cEarthquake Disaster Prevention Research Group, Public Works Research Institute, 1-6 Minamihara, Tsukuba, Ibaraki 305-8516, Japan dNational Research Institute for Earth Science and Disaster Prevention, 3-1 Tennoudai, Tsukuba, Ibaraki 305-0006, Japan eDepartment of Architecture and Building Engineering, Tokyo Institute of Technology, 2-12-1 O-okayama, Meguro-ku, Tokyo 152-8552, Japan fDepartment of Civil Engineering and Systems Management, Nagoya Institute of Technology, Gokiso-cho, Showa-ku, Nagoya 466-8555, Japan gDepartment of Civil Engineering, Gifu University, Yanagido 1-1, Gifu 501-1193, Japan hDepartment of Civil and Earth Resources Engineering, Kyoto University, Katsu