摘要
结合南京软土地区某深基坑工程实例,重点对深基坑开挖过程中各阶段的桩体水平位移、压顶梁的位移、邻近建造物的沉降进行了分析,通过对监测数据具体分析,推断变形的原因,从而采取针对性的措施以避免基坑重大事故的发生,可供其它软土地区的同类工程提供借鉴。
Based on a deep foundation pit project in soft soil area,the horizontal displacement of piles,the displacement of top beams,and the settlement of nearby buildings at various stages during the excavation were analyzed.By analyzing the monitoring data and judging the reason,some useful measures were taken to avoid pit accidents.It may be helpful to other similar projects in soft soil area.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
2008年第S1期469-472,共4页
Chinese Journal of Geotechnical Engineering
关键词
软土
深基坑工程
施工监测
位移
沉降
soft soil
deep foundation pit project
construction monitoring
displacement
settlement
