Case study of slope stabilization using compression anchor and reinforced concrete beam

被引：0

作者：

Chen, G. Z. ^{[1
]}

Jia, J. Q. ^{[1
]}

机构：

[1] Dalian Univ Technol, Struct Engn Inst Civil Engn, Dalian, Peoples R China

来源：

BOUNDARIES OF ROCK MECHANICS: RECENT ADVANCES AND CHALLENGES FOR THE 21ST CENTURY | 2008年

关键词：

STABILITY;

D O I：

暂无

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

This paper presents a case study of rock slope reinforcement in a constructing highway through Henan Province in China. The soil strength parameters are obtained by the back stability analysis of a 26.7 m high landslide. A reinforcement system combining compression anchor and concrete beam is used to stabilize the slope with 45 m in height near the landslide. 12 monitors are installed in order to record the change of axial force of the selected anchors. The monitoring data shows that the axial forces of the selected anchors are all under design load. It is concluded that the reinforcement system is effective for stabilizing the slope in the landslide area.

引用

页码：455 / 458

页数：4

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