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高土石围堰堰体材料力学特性及变形研究
引用本文:孙开畅,田斌,孙志禹.高土石围堰堰体材料力学特性及变形研究[J].长江科学院院报,2011,28(2):60-64.
作者姓名:孙开畅  田斌  孙志禹
作者单位:1. 三峡大学 水利与环境学院,湖北 宜昌 443002 ; 2. 中国长江三峡集团 科技环保部,湖北 宜昌 443002
基金项目:"十一五"国家科技支撑计划课题
摘    要:通过采样试验获取了三峡工程二期上游围堰堰体结构材料2种主要成分的力学特性和基本性质,总结了其变形规律.根据试验成果和实测,提出了既可以描述材料的蠕变过程行为,又能描述材料应力松弛特性而且符合大多数材料的粘弹性力学特性的三参量堰体材料流变本构模型.基于Duncan E-μ模型,编制了有限元分析程序.根据围堰运行部分实测变...

关 键 词:三峡工程  围堰  Duncan  E-μ本构模型  三参数流变模型  变形

Mechanical Character and Deformation of Material of Three Gorges Project's Phase II Cofferdam
SUN Kai-chang,TIAN Bin,SUN Zhi-yu.Mechanical Character and Deformation of Material of Three Gorges Project's Phase II Cofferdam[J].Journal of Yangtze River Scientific Research Institute,2011,28(2):60-64.
Authors:SUN Kai-chang  TIAN Bin  SUN Zhi-yu
Affiliation:1.College of Hydraulic &; Environmental Engineering, China Three Gorges Univ., Yichang 443002, China ; 2.Department of Science &; Environmental Protection, China Three Gorges Group. Yichang 443002, China
Abstract:The mechanical properties and features of two main components of the Three Gorges Project's Phase II cofferdam are obtained based on sampling and experiments and the deformation law is found.Based on the experimental results and measurement,the 3 parameters rheological model is put forward,which can describe not only the behavior of creep,but also the feature of stress relaxation and that corresponding with the viscoelasticity of majority materials for the cofferdam material.The model meets the viscoelastic...
Keywords:Duncan
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