Analysis of the experimental mechanism of deeply buried anti-slide pile by FEM

被引：0

作者：

Song Ya-kun ^{[1
]}

Zheng Ying-ren ^{[1
]}

Lei Wen-jie ^{[2
]}

机构：

[1] Logist Engn Univ, Dept Civil Engn, Chongqing 400041, Peoples R China

[2] Chinese Acad Sci, Key Lab Rock & Soil Mech, Wuhan 430071, Hubei, Peoples R China

来源：

ROCK AND SOIL MECHANICS | 2007年 / 28卷

关键词：

deeply buried anti-slide piles; large modeling experiment; FEM; reinforce mechanism;

D O I：

暂无

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

In order to testify the mechanism of deeply buried anti-slide piles to reinforce the slope, the finite element method is used to analyze the experiment, the distribution and magnitude of lateral force on the piles and the distribution and magnitude of lateral force on the top of the pile are computed, and the safe coefficient varying with pile length from which the least length of deeply buried anti-slide piles meeting the needs of design is acquired. It shows that the result calculated by the finite element method is close to that got from the experiment. It proves the feasibility of designing the deeply buried anti-slide piles by the finite element method.

引用

页码：63 / 68

页数：6