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三峡工程永久船闸边坡稳定性分析
引用本文:王词安,管昌生,朱瑞赓.三峡工程永久船闸边坡稳定性分析[J].武汉理工大学学报,2002,24(5):61-64.
作者姓名:王词安  管昌生  朱瑞赓
作者单位:1. 中国葛洲坝集团三峡工程施工指挥部
2. 武汉理工大学
摘    要:根据三峡工程永久船闸边坡块体分布,利用块体理论并结合支护情况探讨了三峡工程永久船闸边坡的稳定性,这对相关问题的研究将提供有益的借鉴作用。

关 键 词:永久船闸  边坡  三峡工程  块体理论  稳定性
文章编号:1671-4431(2002)05-0061-04
修稿时间:2001年10月26

The Discussion on the Stability of Permanence Shiplock Side Slope
Wang Cian Guan Changsheng Zhu Ruigeng Senior Engineer,Headguarters of Sanxia Engineering Construction,China Gezhouba Group,Yichang ,China..The Discussion on the Stability of Permanence Shiplock Side Slope[J].Journal of Wuhan University of Technology,2002,24(5):61-64.
Authors:Wang Cian Guan Changsheng Zhu Ruigeng Senior Engineer  Headguarters of Sanxia Engineering Construction  China Gezhouba Group  Yichang  China
Affiliation:Wang Cian Guan Changsheng Zhu Ruigeng Senior Engineer,Headguarters of Sanxia Engineering Construction,China Gezhouba Group,Yichang 443134,China.
Abstract:Combines with support condition and block theory , this article discusses about the stability of permanence shiplock side slope on the basis of its block distributing, it can be used for reference on relevant problems.
Keywords:three gorges  shiplock side slope  block theory  stability  
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