Design analysis of prestressed anchor cable reinforcement of viscous soil slope

doi:10.59238/j.pt.2010.03.004

Home > Archive>Volume 14, Issue 03, 2010 >19-20. DOI:10.59238/j.pt.2010.03.004

Design analysis of prestressed anchor cable reinforcement of viscous soil slope
DOI:
                        10.59238/j.pt.2010.03.004
                    
Author:
                        
                        
                    
Affiliation:(Hainan Haikai Yanshi Engineering Co., LTD. Haikou 570206, China)
Clc Number:TU457
Fund Project:

Article

Figures

Metrics

Reference

Cited by

Materials

Comments

Abstract:

In this paper, the limit analysis method is used to derive a trial formula for calculating the stability Angle of viscous slope. It is proposed that the stability analysis of the anchorage system should be carried out for the anchorage viscous soil slope.

Reference

Cited by

引用本文

Kai Sun, Xueyi Sun Design analysis of prestressed anchor cable reinforcement of viscous soil slope. Prestress Technology 2010,14(03):19-20. 10.59238/j. pt.2010.03.004

复制

Article Metrics

Abstract:
PDF:
HTML:
Cited by:

History

Received:
Revised:
Adopted:
Online: August 06,2023
Published:

Home

Journal Introduction

Editorial Board

Submission guidelines

Download center

Contact us

E-book

引用本文

Article Metrics

History