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Effect of particle shape and validity of Gmax models for sand: A critical review and a new expression
Institution:1. Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, PR China;2. College of Architecture and Civil Engineering, Wenzhou University, Wenzhou 325035, PR China;1. Chair of Foundation Engineering, Soil and Rock Mechanics, Ruhr-Universität Bochum, Germany;2. Water & Natural Resources strand leader, Natural and Built Environments Research Centre (NBERC), Australia;3. School of Natural and Built Environments, University of South Australia, Mawson Lakes, SA 5095, Australia;1. Department of Geology Engineering, Chang’an University, Xi’an, China;2. Department of Civil Engineering, The University of Hong Kong, Hong Kong, China;1. Department of Civil Engineering, The University of Hong Kong, Hong Kong, China;2. Disaster Prevention Research Institute, Kyoto University, Kyoto, Japan;3. Department of Civil Engineering, Shanghai Jiao Tong University, Shanghai, China;1. City University of Hong Kong, Hong Kong;2. University of Guilan, Rasht, Iran;3. Delft University of Technology, Netherlands;4. Shahid Beheshti University, Tehran, Iran
Abstract:
Keywords:Dynamic shear modulus  Sand  Resonant column  State parameter  Particle shape
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