首页 | 本学科首页   官方微博 | 高级检索  
     

三峡工程永久船闸陡高边坡岩体卸荷非线性力学分析
引用本文:张永兴.三峡工程永久船闸陡高边坡岩体卸荷非线性力学分析[J].土木与环境工程学报,1997,19(2):72-79.
作者姓名:张永兴
作者单位:重庆建筑大学岩土工程研究所,中国三峡工程开发总公司
基金项目:国家“八五”重点科技攻关成果之一
摘    要:结合三峡工程永久船闸陡高边坡特点,将高边坡岩体简化正交异性体,在对高边坡岩体开挖卸荷非线性力学特性充分认识的基础上,提出了各向异性非线性卸荷岩体的力学分析方法-变刚度分析理论,其计算成果与现场观测成果有的一致性。对三峡工程永久船闸陡高边坡岩体开挖分析表明高边坡岩体将产生较大的变形,与以往研究成果有数量级的差别。

关 键 词:三峡工程  船闸  卸荷非线性  边坡稳定性  岩石

Nonlinear Analysis of Unloading RockMass Related to the Shiplock High Slopeof Three- Gorges Project
Zhang,Yongxing.Nonlinear Analysis of Unloading RockMass Related to the Shiplock High Slopeof Three- Gorges Project[J].Journal of Civil and Environmental Engineering,1997,19(2):72-79.
Authors:Zhang  Yongxing
Abstract:According to the characteristics of the shiplock high slope of Three- Gorges Project, this paper simplified the rock mass of the high slope as orthogonally anisotropical media.On the basis of recongnizing the nonlinear mechanics of excavation unloading,the paper prsents the nonlinear mechanics calculating method ,the theory of changing stiffen analysis. The calculating results agree fairly close to the measured one.By the excavating calculation of shiplock high slope, the paper shows that the rock mass will produce the large deformations,which have the large difference with the results of the old studies
Keywords:Three- Gorges Project  permanent shiplock  nonlinear unloading  
本文献已被 CNKI 维普 等数据库收录!
点击此处可从《土木与环境工程学报》浏览原始摘要信息
点击此处可从《土木与环境工程学报》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