摘要
分析了有限元法的原理,根据实际基坑工程的特点,用位移监测桩测量了坑体的深部位移,结合有限元数值计算进行了验证,监测数据与研究结果表明位移监测对基坑施工过程中的稳定性评价具有指导作用。
The principle of finite element method is analyzed. According to the characteristics of practical deep excavation work deep displacement of foundation pit is measured by displacement monitoring pile. Checking analysis is also made by finite element numerical calculation. Monitoring data and calculation results show displacement monitoring has instructional value for displacement assessment for foundation pit construction.
出处
《山西建筑》
2009年第8期113-114,共2页
Shanxi Architecture
关键词
基坑工程
变形
监测
有限元
foundation pit engineering, deformation, monitoring, finite element
