摘要
基于某基坑工程,运用FLAC3D对基坑开挖与复合支护的全过程进行三维数值模拟,对复合土钉支护进行反演分析,研究复合土钉支护基坑的位移变形和支护结构轴力的变化规律。
Based on the project of Qingdao railway station, the article makes numerical simulation for the composite soil nailing by the way of using FLAC3D software, back analysis of the composite soil nailing, analysis of the displacement of foundation pit and inner force variation of supporting structure.
出处
《建筑技术开发》
2013年第6期18-21,共4页
Building Technology Development
