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Assessing the dynamic stiffness of piled-raft foundations by means of a multiphase model
Institution:1. Civil Engineering Department, College of Engineering, King Saud University, P.O. Box 800, Riyadh 11421, Saudi Arabia;2. Western University, 1151 Richmond Street, London, ON N6A 5B9, Canada;3. Department of Civil and Environmental Engineering, The University of Western Ontario, 1151 Richmond Street, London, ON N6A 5B9, Canada;4. Department of Civil and Resource Engineering, Dalhousie University, 1360 Barrington Street, Halifax, NS B3H 4R2, Canada;1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China;2. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China;3. Department of Civil Engineering, The University of Hong Kong, Hong Kong, China;1. School of Infrastructure, Indian Institute of Technology Bhubaneswar, Samantapuri, Bhubaneswar 751013, Odisha, India;2. National Institute of Technology Agartala, Jirania 799055, Tripura (W), India;1. School of Civil and Environmental Eng., Yonsei University, Seoul 120-749, Republic of Korea;2. Korea Institute of Construction Technology, Goyang, Gyungki-do, Republic of Korea;1. Department of Civil Engineering, Indian Institute of Technology, New Delhi 110016, India;2. Department of Civil and Environmental Engineering, University of Waterloo, Ontario N2L 3G1, Canada
Abstract:
Keywords:Piled raft foundation  Impedance  Dynamic stiffness  Homogenization  Multiphase model  Soil–pile interactions  Finite element method
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