摘要
金华大厦深基坑是较早进行系统监测的深基坑工程之一。此基坑的支护设计已根据现场监测作了调整,并得到顺利完成,为了印证调整结果,利用有限元对实际工程进行了仿真计算,并对结果进行了分析。
Jinhua Mansion was one of the early deep foundation pit project with systematical supervision. The pit supporting design has been adjusted with supervision and has successfully finished. In order to prove the adjusted results, by using finite element method the simulation calculation and analysis for the pit have been carried out.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2003年第3期490-494,共5页
Rock and Soil Mechanics
关键词
深基坑工程
仿真计算
动态监测
deep excavation project
simulant calculation
dynamic measurement
