岩土力学2011，Vol.32Issue(6)：1838-1842,5.
锚索双排桩与刚架双排桩的对比研究
Comparative study of anchor double-row piles and frame double-row piles
摘要
Abstract
Double-row piles are often used to the large-scale landslide.The anchor double-row piles and the frame double-row piles are the two common types.Based on the finite element program ANSYS, finite element models of the two types double-row piles are established separately.Compared the internal force distribution of anchor double-row piles with fnune double-row piles, it is found that the frame double-row piles could be better able to play anti-slide effecL For the anchor double-row piles.the difference of internal force distribution between the front and back row piles is very obvious.For the frame double-row piles, the difference is very small.Taking two engineering cases, an anchor double-row piles and a frame double-row piles for examples, through monitoring and analyzing the stresses and displacements of the piles.it is shown that the results are consistent with the finite element analysis.So we suggest using the frame double-row piles in the design.关键词
锚索双排桩/刚架双排桩/滑坡/监测Key words
anchor double-row piles/ frame double-row piles/ landslide/ monitoring分类
建筑与水利引用本文复制引用
申永江,孙红月,尚岳全,刘健..锚索双排桩与刚架双排桩的对比研究[J].岩土力学,2011,32(6):1838-1842,5.基金项目
国家自然科学基金资助项目(No.40672185,No.40502026) （No.40672185,No.40502026）
浙江省重大科技专项社会发展重点项目资助(No.2006C13027). （No.2006C13027）
