摘要
本文对一路堑边坡的双排桩结构进行了分析,并采用弹性地基梁法和二维有限元法进行计算、比较,结果基本一致,可供类似工程参考。
The paper analyzes the double row pile structure using in a cutting slope, which was similar compared to the result of the flexible foundation beam method and the planar finite element method. The analysis can be of reference for the other project.
出处
《福建建设科技》
2009年第4期17-18,16,共3页
Fujian Construction Science & Technology
关键词
双排桩
弹性地基梁法
有限元分析
double row pile
flexible foundation beam method
finite element analysis
