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加筋水泥土多向锚桩在软土深基坑中的应用
引用本文:卢敏健,胡景娟.加筋水泥土多向锚桩在软土深基坑中的应用[J].山西建筑,2010,36(14):92-93.
作者姓名:卢敏健  胡景娟
作者单位:1. 安徽理工大学土木建筑学院,安徽,淮南,232001
2. 杭州居安地质技术开发有限公司,浙江,杭州,311700
摘    要:针对软土地区深基坑自稳能力差,开挖变形大等特点,采用加筋水泥土多向锚桩支护结构,实现了对土层的主动加固。以某软土深基坑水泥土锚桩支护为例,验证了该支护方式的实用性和经济性。

关 键 词:多向锚桩  深基坑  支护

Application of multi-directional anchor pile to the deep foundation pit in soft soil area
LU Min-jian,HU Jing-juan.Application of multi-directional anchor pile to the deep foundation pit in soft soil area[J].Shanxi Architecture,2010,36(14):92-93.
Authors:LU Min-jian  HU Jing-juan
Affiliation:LU Min-jian HU Jing-juan
Abstract:Deep foundation pit in soft soil area has defects such as poor self-stabilizing ability,big deformation characteristics,by adopting reinforced cement multidirectional anchor pile support,the active rein for cement of soil layer is achieved.Taking a deep excavation of soft soil using this method, proved this support structure is feasible and economical.
Keywords:multi-directional anchor pile  deep foundation pit  supporting  
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