首页 | 本学科首页   官方微博 | 高级检索  
     

临时断面挡水度汛对面板堆石坝应力变形的影响分析
作者姓名:CUI Zili  WANG Ruijun  FU Guodong  XUE Xiao  CHEN Qianling
作者单位:1. 西安理工大学水利水电学院,陕西西安,710048
2. 贵州省水利水电工程咨询中心,贵州贵阳,550300
3. 中国水电顾问集团西北勘测设计研究院,陕西西安,710065
摘    要:基于非线性邓肯E-B模型,以洪家渡面板堆石坝工程为例,建立有限元计算模型.运用中点增量法,针对施工期利用临时断面挡水和不挡水两种工况,实际模拟坝体的施工填筑过程及其临时断面的挡水度汛过程,通过对两种工况下大坝竣工期应力变形的计算与比较,探讨了临时断面挡水度汛对于大坝应力变形的影响机理.结果表明:临时断面挡水度汛对于大坝...

关 键 词:混凝土面板堆石坝  临时断面  挡水  应力变形  非线性

Analysis of influnce of Temporary section retaining water on stress deformation of CFRD
CUI Zili,WANG Ruijun,FU Guodong,XUE Xiao,CHEN Qianling.Analysis of influnce of Temporary section retaining water on stress deformation of CFRD[J].Journal of water resources and water engineering,2011,22(2):132-136.
Authors:CUI Zili  WANG Ruijun  FU Guodong  XUE Xiao  CHEN Qianling
Affiliation:CUI Zili1,WANG Ruijun1,FU Guodong2,XUE Xiao3,CHEN Qianling1(1 Faculty of Water Resources and Hydraulic Power,Xi'an university of technology,Xi'an 710048,China,2 Guizhou hydro-electric engineering consultation center,Guiyang 550300,3 Northwest Hydro Consulting Enginees,CHECC,Xi'an 710065,China)
Abstract:Taking the project of Hongjiadu CFRD as an example,on the base of nonlinear DFuncan-chang E-B model,the paper established the finite element model.By using midpoint incremental method,aim at the two conditions of whether to use temporary section retaining water in construction period,discussed the temporary section retaining water for dam deformation and stress influence under the conditions of dam completion period stress deformation and stress influence under the conditions of dam completion period stress...
Keywords:CFRD  temporary cross-section  water retaining  stress-strain  non-linear  
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《水资源与水工程学报》浏览原始摘要信息
点击此处可从《水资源与水工程学报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号