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小湾拱坝与地基联合作用的分析研究
引用本文:李雪春,陈平.小湾拱坝与地基联合作用的分析研究[J].云南水力发电,1998,14(3):1-5.
作者姓名:李雪春  陈平
作者单位:中国水利水电科学研究院!北京,100038,中国水利水电科学研究院!北京,100038,中国水利水电科学研究院!北京,100038,中国水利水电科学研究院!北京,100038
基金项目:国家“八五”重点科技攻关项目!85-208-01-01-35
摘    要:本项研究结合小湾工程拱坝应力及地基渗流实际问题进行理论和实际应用两方面工作,本文主要介绍以渗流场与应力场耦合分析为基础建立的拱坝与地基联合作用分析方法,并对小湾工程进行了分析论证,肯定了设计可行性,作出了工程建议。

关 键 词:小湾水电站  渗流  渗流应力耦合  拱坝  坝肩稳定

Analysis of Joint Reaction of Xiaowan Arch dam and its Foundation
Li Xuechun, Chen Ping, Chen Zhonghua, Xu Xin.Analysis of Joint Reaction of Xiaowan Arch dam and its Foundation[J].Yunnan Water Power,1998,14(3):1-5.
Authors:Li Xuechun  Chen Ping  Chen Zhonghua  Xu Xin
Affiliation:China Institution of Water Resources and Hydropower Research Beijing 100038
Abstract:Both theoretical work and practical appication was studied for seepage and stress analsis of the arch dam and its foundaion at the Xiaowan Project. The analysis method of joint reation of the dam and its foundation based on the coupled analysis of seepage and stress fields is introduced in this paper,which was applied to the study of theabove Project. The analysis and verification of the Xiaowan Proect has confirmed its feasibility study. The paper hasalso made comments and recommandations for the Project.
Keywords:Xiaowan Hydropower Project seepage seepage and stress coupling arch dam stability of abutment  
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