摘要
依据勘察资料,结合场地工程地质、水文地质条件,对工程深基坑支护进行设计计算,指出采用放坡与抗滑桩联合支护的方式保证了边坡在基础施工过程中的稳定。
Based on the survey data, combining with the field engineering geology and hydrologic conditions, the paper carries out the deep foun- dation support design calculation of the project, and points out that: applying slope excavation combining with anti-sliding pile guarantees the slope stability in foundation construction process.
出处
《山西建筑》
2014年第8期97-99,共3页
Shanxi Architecture
关键词
深基坑
边坡支护设计
施工工艺及要点
应急预案
deep foundation, slope support design, construction technology and point, emergent scheme