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Frontiers of Structural and Civil Engineering >> 2011, Volume 5, Issue 2 doi: 10.1007/s11709-011-0104-z
Unified description of sand behavior
1. Department of Civil Engineering, Nagoya Institute of Technology, Showa-ku, Gokiso-cho, Nagoya 466-8555, Japan; 2. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 3. Department of Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China
Abstract
Keywords
constitutive model ; sand ; stress-induced anisotropy ; density ; structure
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