所属单位：

理学院

发表刊物：

electronic journal of geotechnical engineering

关键字：

中文关键字：高边坡；稳定性；治理方案；优选，英文关键字：high slope；stability； treatment schemes；optimal se

摘要：

Stability analysis and optimal selection of treatment schemes of high slope, is one of key measures to ensure the safety of high slope itself and surrounding buildings. Taking a complex soil high slope named Yinxiang river high slope for an example, finite element method (FEM) was adopted to investigate its stability under the natural condition. By investigating the stress state, stability safety factor and shear strain increment of the slope before and after treatment,three treatment schemes, which is the slope cutting , lattice anchor rod and anti-slide pile are compared. The results indicate that anti-slide pile scheme can meet the design requirement and is more reasonable and economical. The results obtained in the present paper can provide basis for further control of the Yinxiang river high slope and reference for stability analysis and treatment schemes of the similar slopes.

备注：

EI

第一作者：

赵冬,李东波

论文类型：

期刊论文

卷号：

卷：20

期号：

期：2

页面范围：

页：645-654

是否译文：

否

发表时间：

2015-02-01