摘要
应用有限单元程序对深基坑的开挖支护进行了数值模拟,对比了深基坑的实测变形值与模拟值,结果较为接近,得出了数值分析方法在深基坑开挖中具有可行性的结论,可以为实际工程的设计施工提供依据。
The numerical simulation of excavation and support on the foundation pit of practical engineering was carried out using the finite element program, and the value of horizontal maximal displacement were compared with the measured values, the result show that the calculation values are consistent with the measured values. It shows that the numerical method was feasible in the process of the numerical simulation of excavation and support on the foundation pit, and the result can provide references for the design and construction of practical engineering.
出处
《山西建筑》
2008年第19期109-110,共2页
Shanxi Architecture
关键词
深基坑支护
数值模拟
变形
foundation pit support, numerical simulation, deformation
