Analysis of numerical simulation of micropiles reinforcing shallow landslide

被引：1

作者：

He, Hui ^{[1
]}

Liu, Yanbing ^{[1
]}

机构：

[1] Xian Technol Univ, Coll Civil Engn, Xian 710036, Shanxi, Peoples R China

来源：

TRENDS IN CIVIL ENGINEERING, PTS 1-4 | 2012年 / 446-449卷

关键词：

micropiles; landslide; numerical simulation; FLAC(3D);

D O I：

10.4028/www.scientific.net/AMR.446-449.2663

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Based on the predecessors' achievements and combined with the engineering project of Jinquan temple landslide located in Hanzhong city of Shanxi province, this paper takes international general geotechnical engineering professional analysis software-FLAC3D to do the numerical simulation. The deformation characteristics and mechanical properties of micropiles in lateral loads are researched. Working performance and load transfer rule of micropiles are analyzed. It is useful for the design of micropiles in 3 rows. It also has positive significance on the construction and design of micropiles reinforcing shallow landslide.

引用

页码：2663 / 2666

页数：4