岩土力学2012，Vol.33Issue(2)：623-627,5.
城市垃圾填埋场振动台试验的数值模拟研究
Numerical simulation for shaking-table test of municipal waste landfills
摘要
Abstract
Based on the previous work of eight large scale physical model experiments of landfill conducted on shaking table, nonlinear numerical simulation for the test is performed subsequently; and the experimental and numerical results are verified and supplemented one another in order to further examine the characteristics of the seismic response of landfill. The follow results can be got: (1) Due to the special sandwich constructions, landfill has two main response frequencies; the peak acceleration responses at top of landfill are obtained in the vicinity of the two main frequencies under horizontal earthquake. (2) When other parameters are fixed, seism-induced permanent displacement of landfill liner is shown to be approximately proportional to the amplitude of input motion. (3) The inclination angle of landfill cover and base slope have significant effect on the critical sliding acceleration of cover and base liner system respectively.关键词
城市垃圾填埋场/振动台试验/地震响应/数值模拟Key words
municipal waste landfill/ shaking table test/ seismic response/ numerical simulation分类
资源环境引用本文复制引用
邓学晶,邹德高,孔宪京..城市垃圾填埋场振动台试验的数值模拟研究[J].岩土力学,2012,33(2):623-627,5.基金项目
辽宁省教育厅基金(No.2008S047) （No.2008S047）
国家自然科学基金重点项目(No.50538080) （No.50538080）
海岸与近海国家重点实验室开放基金(No.LP1010). （No.LP1010）
