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A viscoplastic constitutive model for unsaturated geomaterials
Institution:1. School of Civil Engineering, Harbin Institute of Technology, Heilongjiang, Harbin 150090, China;2. Centre of Excellence for Geotechnical Science and Engineering, The University of Newcastle, Callaghan, NSW 2308, Australia;3. State Key Laboratory of Frozen Soil Engineering, Chinese Academy of Science, Gansu, Lanzhou 730000, China;4. National Engineering Laboratory for High-Speed Railway Construction, Central South University, Changsha, Hunan 410075, China;1. State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences, Lanzhou 730000, China;2. School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China;3. University of Chinese Academy of Sciences, Beijing 100049, China
Abstract:
Keywords:Geomaterials  Viscoplasticity  Creep  Constitutive modelling  Suction
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