3-D Authentic Nonlinear Dynamic Analysis and Anti-Seismic Safety Evaluation of Shuangjiangkou High Earth Rockfill Dam
会议名称：《第一届堆石坝国际研讨会》
会议日期：2009年
学科分类：081504[工学-水利水电工程] 08[工学] 0815[工学-水利工程] 081503[工学-水工结构工程]
关 键 词：deep riverbed alluviums high earth-rock dam earthquake-induced permanent deformation dynamic stability anti-seismic safety evaluation
摘 要：正For the features of high earth-rock dam constructed on the deep riverbed alluvium in the highly seismic region,based on the proposed 3-D elasto-viscoplastic dynamic constitutive model of soil and considering the dissipation and diffusion of seismic pore water pressure,a 3-D authentic nonlinear effective stress dynamic analysis and anti-seismic safety evaluation method of earth-rock dam on deep riverbed alluviums is *** the proposed method,based on large-scale triaxial dynamic test results of soils,the acceleration and stress response,especially the earthquake-induced permanent deformation,element anti-seismic safety and slope dynamic stability of Shuangjiangkou earth-rock dam are studied and *** study results can provide valuable reference for engineering design.