摘要
以深基坑土钉支护现场试验的测试数据为依据,运用FLAC程序对该工程进行了数值模拟,并对支护后的基坑稳定性以及加固结构的承载性能进行了分析,说明了使用数值方法模拟基坑开挖的有效性,得出了土钉支护基坑的位移场和土钉受力规律。
According to test data of field experiment for deep foundation pit ＆ soil tack support, its numerical simulation which supplying for FLAC program, analyzes stability of foundation pit and bearing performance of reinforce structure, the result indicates availability of numerical method, displacement field of soil tack support foundation pit and bearing rule of soil tack are obtained.
出处
《山西建筑》
2005年第23期81-82,共2页
Shanxi Architecture
关键词
深基坑
土钉
数值模拟
FLAC
foundation pit, soil tack, numerical simulation, FLAC
