摘要
以具体工程为例,把基坑、支护结构及紧邻建筑物放在一个系统中,在基坑开挖前,根据设计的基坑支护方案对紧邻建筑物的沉降变形进行数值模拟,然后与施工过程中实际监测的该建筑物的沉降变形进行对比分析。
Before the footing groove is excavated, a numerical simulation on the settlement and deformation of the proximate building is processed in term of the designed scheme of supporting for the footing groove. Contrasting the simulation results with the results monitored on the spot in the construction, the conclusion gives a reference for safety of the construction of deep footing groove engineering.
出处
《低温建筑技术》
2007年第4期104-105,共2页
Low Temperature Architecture Technology
关键词
深基坑
支护结构
紧邻建筑物
数值模拟
deep foundation pit
supporting structure
proximate building
numerical simulation
