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堆石坝流变变形的反馈分析
引用本文:沈珠江,赵魁芝.堆石坝流变变形的反馈分析[J].水利学报,1998,29(6):0001-0007.
作者姓名:沈珠江  赵魁芝
作者单位:南京水利科学研究院土工所;南京水利科学研究院土工所
基金项目:水利水电科学资金资助项目
摘    要:本文中建议了一个比较简单实用的3参数模型,并通过4座已建坝的反馈分析确定了从软岩到砂卵石4种不同质地堆石料的流变参数,今后新建类似堆石坝时可以参考此值进行设计计算。

关 键 词:堆石坝  流变  本构模型  反馈分析

Back analysis of creep deformation of rockfill dams
Shen Zhujiang,Zhao Kuizhi.Back analysis of creep deformation of rockfill dams[J].Journal of Hydraulic Engineering,1998,29(6):0001-0007.
Authors:Shen Zhujiang  Zhao Kuizhi
Affiliation:Nanjing Hydraulic Research Institute
Abstract:In this paper a creep model with 3 parameters has been proposed for rockfill materials and it is emphasized that parameters are hardly can be determined from the laboraotry test because of the requirement of long duration. Four rockfill dams with different materials recently constructed in China have been analyzed with this model to get the model parameters through the comparison between measured and computed increments of displacement. Finally, four typical sets of creep parameters for rockfill material from very soft (mudstone) to very hard (granite) are recommended for design of rockfill dams.
Keywords:rockfill dam  creep deformation  constitutive model  back analysis
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