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作 者:赵剑明[1] 刘小生[1] 刘启旺[1] 陈宁[1] 常亚屏[1] 王宏[1]
出 处:《世界地震工程》2011年第1期28-33,共6页World Earthquake Engineering
基 金:国家自然科学基金重点项目(50639060);国家"十一五"科技支撑项目(2009BAK56B02);水利部"948"项目(200929)
摘 要:针对经历了"5.12"汶川大地震的紫坪铺面板堆石坝工程,进行了坝料的大型动三轴试验,研究了先期振动对坝料残余应变的影响。在此基础上,采用基于3维非线性动力反应的地震永久变形计算方法,进行了紫坪铺面板坝地震永久变形的计算,重点分析了先期震动对坝体地震永久变形的影响。结果表明,如果考虑先期已遭受强震作用影响,大坝的地震残余变形明显减小。Aiming at the Zipingpu concrete-face fill rock dam (CFRD) which had suffered "5. 12" Wenchuan Earthquake, the effect of pre-vibration on the residual strains of rockfill are studied by the large-scale dynamical triaxial test. Based on the test results, the earthquake-induced permanent deformations of Zipingpu CFRD are evaluated by adopting the developed evaluation method of 3-D nonlinear earthquake-induced permanent deformations,its focuses are the effect of pre-vibration on the earthquake-induced permanent deformation. If the effect of pre-vibration is considered, the earthquake-induced permanent deformation of CF1RD is reduced greatly.
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