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Frontiers of Structural and Civil Engineering >> 2009, Volume 3, Issue 2 doi: 10.1007/s11709-009-0033-2
Nonlinear elastic model for compacted clay concrete interface
1. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China; 2. Geotechnical Research Institute, Hohai University, Nanjing 210098, China
Abstract
Keywords
interface modeling ; friction ; soil structure interface ; soil structure interaction ; simple shear test
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