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。
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.
出处
《山西建筑》
2010年第14期92-93,共2页
Shanxi Architecture
关键词
多向锚桩
深基坑
支护
multi-directional anchor pile
deep foundation pit
supporting
