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Effect of Anchor Layouts on the Safety Factor and Slip Surface of Slope

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成果类型:
期刊论文
作者:
Dongliang He;Weijun Yang;Yanhui Cheng;Baocheng Chen
通讯作者:
He, Dongliang(hedongliang14@126.com)
作者机构:
[Yanhui Cheng; Dongliang He] School of Civil Engineering, Hunan University of City, Yiyang, Hunan, 413000, China
[Weijun Yang; Baocheng Chen; Dongliang He; Yanhui Cheng] School of Civil Engineering, Changsha University of Science and Technology, Changsha, 410114, China
通讯机构:
[Dongliang He] S
School of Civil Engineering, Hunan University of City, Yiyang, China<&wdkj&>School of Civil Engineering, Changsha University of Science and Technology, Changsha, China
语种:
英文
关键词:
Anchor;Safety factor;Shear strength reduction;Slope stability
期刊:
Geotechnical and Geological Engineering
ISSN:
0960-3182
年:
2019
卷:
37
期:
2
页码:
1073-1078
机构署名:
本校为通讯机构
院系归属:
土木工程学院
摘要:
Many factors, including geometric and mechanical parameters, can affect the stability of anchored slopes. In this paper, anchors are modeled by using the dual-spring element, which are basically one-dimensional axial elements that behave as elastic-perfectly plastic materials and can yield under tension and compression. Parametric study is undertaken in which the effects of anchor layouts on the factor of safety and the potential slip surface of are observed. The layout which features a variation of anchor length is divided into two types of la...

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