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喷锚网支护基坑监测及变形特性分析
引用本文:肖国峰,陈从新.喷锚网支护基坑监测及变形特性分析[J].岩土力学,2003(Z2).
作者姓名:肖国峰  陈从新
作者单位:中国科学院武汉岩土力学研究所 湖北武汉430071 (肖国峰),中国科学院武汉岩土力学研究所 湖北武汉430071(陈从新)
摘    要:喷锚网支护在6.0 m以内基坑施工中大量采用,但此类基坑的塌滑事故也时有发生。结合武汉市汉口地区一喷锚网支护基坑的成功监测实例,分析了喷锚网支护土质基坑边坡的变形特性,得出的一些有益的结论可供同类工程作参考。

关 键 词:基坑工程  喷锚网支护  变形特性

Monitoring and deformability analysis of foundation pits supported by shotcrete-bolts
XIAO Guo-feng,CHEN Cong-xin.Monitoring and deformability analysis of foundation pits supported by shotcrete-bolts[J].Rock and Soil Mechanics,2003(Z2).
Authors:XIAO Guo-feng  CHEN Cong-xin
Abstract:The shotcrete-folt system has been being applied currently in the construction of foundation pit with a depth less then 6.0 meters. However, the accident of cave-in often happens . this paper, in combination with the successful monitoring results of a shotcrete-bolt supported foundation in Wuhan, analyses the deformability of this kind of soil foundation and obtains useful conclusions which can be of referential significance to the similar projects.
Keywords:foundation pit works  shotcrete-folt supporting  deformability
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