摘要
试验结果表明土石材料的动力特性参数有很强的围压依赖性,所以在高土石坝动力计算分析中考虑围压效应是十分必要的.在广泛应用的Hardin-Drnevich本构模型的基础上,提出了改进动剪切模量与动剪应变关系式及阻尼比与动剪应变关系式的方法,得到一个可以考虑围压效应的改进模型,与实际工程试验曲线对比结果表明,新模型可以较好地模拟土石料在各个围压下的动力特性.根据新模型编制相应计算程序并应用于长河坝高土石坝地震动力反应分析中,得到了大坝整体动力反应规律与大坝地震永久变形,为工程设计提供参考.
Experimental results show that the dynamic properties of rockfill are strongly dependent on confining pres-sure effect. Therefore,it is very necessary to consider confining pressure effect in the seismic calculation and analysis of high rockfill dam. The relationship between dynamic shear modulus and dynamic shear strain and that between damping ratio and dynamic shear strain were improved on the basis of widely used Hardin-Drnevich constitutive model in this paper. Then a new model considering confining pressure effect was established. The new model can well simulate the dynamic properties of rockfill of a practical project under various confining pressures. A correspond-ing computational procedure was compiled and applied in the dynamic response analysis of Changheba dam. The dy-namic response features and the permanent deformation of the dam were obtained,which could provide the reference for engineering design.
出处
《天津大学学报（自然科学与工程技术版）》
EI
CAS
CSCD
北大核心
2014年第2期116-123,共8页
Journal of Tianjin University：Science and Technology
基金
国家自然科学基金资助项目(50679058
51009055)
关键词
围压效应
高土石坝
动力反应
永久变形
confining pressure effect
high rockfill dam
dynamic response
permanent deformation
作者简介
曹学兴（1984-），男，博士，caoxxxing@163．com．
通讯作者：何蕴龙，ylhe2002@aliyun.com．
