首页 | 本学科首页   官方微博 | 高级检索  
     检索      


Comparison of model predictions of the anisotropic plasticity of Lower Cromer Till
Institution:1. Centre for Offshore Foundation Systems and ARC CoE for Geotechnical Science and Engineering, University of Western Australia, 35 Stirling Hwy, Crawley, Perth, WA 6009, Australia;2. Faculty of Science, Charles University in Prague, Albertov 3, 128 43 Praha, Czech Republic;1. Computational Geomechanics Group, Department of Engineering, University of Exeter, United Kingdom;2. LEMTA – UMR 7563 CNRS, Laboratoire d’Energétique et de Mécanique Théorique et Appliquée, Université de Lorraine, France;1. Department of Radiology and Neuroradiology, “L. Bonomo Hospital”, 76123 Andria, BT, Italy;2. Department of Neuroradiology, “Cardarelli Hospital”, Naples, Italy;1. Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China;2. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China;3. State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China;1. Department of Civil & Environmental Engineering, University of Delaware, Newark, DE 19716, USA;2. Department of Civil Engineering, Universidad Militar Nueva Granada, Bogotá, Colombia
Abstract:
Keywords:Anisotropy  Plasticity  Fabric  Rotational hardening  Constitutive relations  Clays
本文献已被 ScienceDirect 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号