Simulation Parameter Test and Seepage Effect Analysis of Pile-Anchor Support for Binary Slope

It is a difficult point in the field of geotechnical engineering to test the simulation parameters of the pile-anchor supporting structure of slope excavation and analyze the effect of seepage on the stress of the structure. This study relies on the right side slope treatment project of a highway in...

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Bibliographic Details
Main Authors: Xuhe Gao, Weiping Tian, Zhipei Zhang, Jiachun Li, Hongliang Qi
Format: Article
Language:English
Published: Hindawi Limited 2020-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2020/8862163