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。
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.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2003年第S2期275-278,共2页
Rock and Soil Mechanics
关键词
基坑工程
喷锚网支护
变形特性
foundation pit works
shotcrete-folt supporting
deformability
