首页 | 本学科首页   官方微博 | 高级检索  
     

三峡工程左岸厂房坝段深层抗滑稳定的物理模拟
引用本文:刘建,冯夏庭,张杰,岳登明.三峡工程左岸厂房坝段深层抗滑稳定的物理模拟[J].岩石力学与工程学报,2002,21(7):993-998.
作者姓名:刘建  冯夏庭  张杰  岳登明
作者单位:1. 中国科学院岩土力学研究所岩土力学重点实验室,武汉,430071
2. 长江科学院材料结构研究所,武汉,430010
摘    要:通过建立三峡工程左岸厂房坝段坝基的地质概化模型,采用物理模拟方法对其深层抗滑稳定性问题进行了系统研究,获得了典型坝段的滑动破坏机理与稳定安全系数。在此基础上,对坝基在处理措施进行了讨论,从而为该坝段的深层抗滑稳定性安全评价与基础另固处理设计提供了有重要参考价值的科研依据。

关 键 词:三峡工程  左岸厂房坝段  抗滑稳定  物理模拟
文章编号:1000-6915(2002)07-0993-06
修稿时间:2001年11月5日

PHYSICAL MODELING ON STABILITY AGAINST SLIDING FOR LEFT POWERHOUSE DAM OF THE THREE GORGES PROJECT
Liu Jian,Feng Xiating,Zhang Jie ,Yue Dengming.PHYSICAL MODELING ON STABILITY AGAINST SLIDING FOR LEFT POWERHOUSE DAM OF THE THREE GORGES PROJECT[J].Chinese Journal of Rock Mechanics and Engineering,2002,21(7):993-998.
Authors:Liu Jian  Feng Xiating  Zhang Jie  Yue Dengming
Affiliation:Liu Jian1,Feng Xiating1,Zhang Jie 2,Yue Dengming 2
Abstract:Based on the geological simplification of the left powerhouse dam foundation of the Three Gorges Project,physical modeling on stability against sliding for this dam was performed. As a result,the safety factor and failure mechanism of a typical dam section are analysed. The reinforcement measure for the dam foundation is discussed. The presented research results provide a significant reference for safety evaluation and design of this dam.
Keywords:the Three Gorges Project  left powerhouse dam  stability against sliding  physical modeling
本文献已被 CNKI 维普 万方数据 等数据库收录!
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