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


A cyclic viscoelastic–viscoplastic constitutive model for clay and liquefaction analysis of multi-layered ground
Authors:Fusao Oka  Takeshi Kodaka  Yong-Seong Kim
Institution:1. Department of Civil and Earth Resources Engineering, Graduate School of Engineering, Kyoto University, Yoshida Hon-machi, Sakyo-ku, Kyoto 606-8501, Japan;2. Dam Safety Research Team, Water Resources Research Institute, Yuseong-gu, Daejeon, South Korea
Abstract:
Keywords:viscoelastic  viscoplastic  constitutive model  clay  layered ground  liquefaction  finite element analysis
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