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水库淤沙对拱坝地震响应的影响研究
引用本文:闫毅志,曹青,杨华舒,苏志敏,武亮.水库淤沙对拱坝地震响应的影响研究[J].水力发电学报,2011,30(6).
作者姓名:闫毅志  曹青  杨华舒  苏志敏  武亮
作者单位:1. 昆明理工大学电力工程学院,昆明,650051
2. 河海大学水利水电学院,南京,210098
基金项目:国家自然科学基金(51169009,50869003); 云南省自然科学基金(KKSA201104045)
摘    要:基于液固两相介质的Biot固结理论,应用饱和多孔液固两相介质的波动方程,研究淤沙对拱坝的地震响应大小。把淤沙模拟成塑性材料,分析淤沙层厚度、凝聚力和摩擦角对拱坝地震响应的影响程度。通过算例分析表明,淤沙对拱坝坝体地震响应的影响较为显著。

关 键 词:水工结构  地震反应  水库淤沙  拱坝

Study on influence of sediments on seismic responses of arch dam
YAN Yizhi,CAO Qing,YANG Huashu,SU Zhimin,WU Liang.Study on influence of sediments on seismic responses of arch dam[J].Journal of Hydroelectric Engineering,2011,30(6).
Authors:YAN Yizhi  CAO Qing  YANG Huashu  SU Zhimin  WU Liang
Affiliation:YAN Yizhi1,CAO Qing2,YANG Huashu1,SU Zhimin1,WU Liang1(1.College of Electric Power Engineering,Kunming University of Science and Technology,Kunming 650051,2.College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098)
Abstract:By Bait's consolidation theory,pressure wave equation of saturated porous fluid-solid medium was applied to prediction of the seismic response magnitude of arch dam.Thickness,cohesion and friction angle of the sediments were considered to analyze their effects on the response.Application of the method to a typical example shows a significant effect of sediments.
Keywords:hydraulic structure  seismic response  reservoir sediments  arch dams  
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