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三峡工程永久船闸高边坡系统锚杆动态设计
引用本文:叶伟峰,林文亮.三峡工程永久船闸高边坡系统锚杆动态设计[J].人民长江,1998,29(1):14-16.
作者姓名:叶伟峰  林文亮
作者单位:长江水利委员会设计院枢纽处
摘    要:三峡工程永久船闸系在花岗岩山体中开挖而成,开挖的岩石边坡即为闸室的侧壁。为 产有效地对边坡进行锚固以确保永久船闸的安全,随着施工的进行,在现场进行了边坡系统锚杆的动态设计。这里介绍动态设计的有关情况,内容的边坡锚固支护设计,施工地质勘测成果,安全监测成果。边坡系统锚杆动态优化设计和一期系统锚杆动态优化设计的效果。

关 键 词:多级船闸  锚固  锚杆  边坡稳定性  三峡水利枢纽

Design of system Anchor rods for TGP permanent shiplock high slope
Ye Weifeng\ Lin Wenliang.Design of system Anchor rods for TGP permanent shiplock high slope[J].Yangtze River,1998,29(1):14-16.
Authors:Ye Weifeng\ Lin Wenliang
Affiliation:Ye Weifeng\ Lin Wenliang
Abstract:The permanent shiplocks of TGP are constructed by excavating the granite rock mass.The excavated steep slopes are the side walls of the shiplock chambers(lined by thin reinforced concrete).In order to guarantee the safety of shiplocks,the design method in situ is applied for the anchorage system.This paper introduces some related aspects of the design,including anchorage support design of the slopes,results of geologic investigation in the course of construction,achievements of safety monitoring(the loosened range of the slope rock,stresses of anchor rods in the slopes),optimization design of the system anchor rods and its effectiveness for Stage I system anchor rods(with local stability guaranteed and construction quantity decreased).
Keywords:Flight of locks\ Anchoring\ Anchor bolt\ slope stability\ optimum design\ Sanxia Multipurpose Project  
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