首页 | 本学科首页   官方微博 | 高级检索  
     

三峡永久船闸边坡不稳定块体处理
引用本文:邹俊.三峡永久船闸边坡不稳定块体处理[J].中国三峡建设,2000,7(7):19-20.
作者姓名:邹俊
作者单位:武警水电三峡工程指挥部工程技术处
摘    要:永久船闸开挖基本成形后,由于地质结构特点及地应力释放,经地不确定了100m^3以上不稳定块体312个,直接影响到船闸直立墙的稳定,为满足直立墙的稳定要求,根据现场情况采取了随机锚索、锚杆等随机支护措施。随机支护的工程量多,面广、时间紧迫、经精心组织及时支护满足了直立墙的稳定要求。

关 键 词:地质构造  直立墙稳定  不稳定块体  永久船闸  边坡

Treatment of Unstable Wedges in Slopes at Permanent Shiplock
Zou Jun.Treatment of Unstable Wedges in Slopes at Permanent Shiplock[J].China Three Gorges Construction,2000,7(7):19-20.
Authors:Zou Jun
Abstract:After the excavation of the permanent shiplock at Three Gorges Project was basically completed and by the geological mapping 312 unstable wedges, each with a volume of more than 100 m 3, have been identifed, resulting from the geological structure features and relief of ground stress. Those wedges would have directly impact on the stability of the vertical walls of the shiplock. In this case the random support measures such as installation of random cables and bolts were taken. Even though the heavy workload, extensive workface and tight time schedule, the stability requirements were met through care construction arrangement and promptly supporting.
Keywords:Geological structure Stability of vertical wall Unstable wedge Supporting Permanent shiplock
本文献已被 CNKI 维普 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