Three‐dimensional upper‐bound limit analysis of ultimate pullout capacity of anchor plates using variation method-Reference-Cited by-同舟云学术

Three‐dimensional upper‐bound limit analysis of ultimate pullout capacity of anchor plates using variation method

Published:2022-03 Issue:7 Volume:46 Page:1356-1379
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Num Anal Meth Geomechanics

Author:

Hu Shihong¹,Zhao Lianheng¹²³⁴^ORCID,Tan Yigao¹,Luo Yibo¹,Zeng Zhonglin⁵

Affiliation:

1. School of Civil Engineering Central South University Changsha Hunan China

2. Key Laboratory of Heavy‐haul Railway Engineering Structure Ministry of Education Central South University Changsha Hunan China

3. Hunan Provincial Key Laboratory for Disaster Prevention and Mitigation of Rail Transit Engineering Structure Central South University Changsha Hunan China

4. Hunan Tieyuan Civil Engineering Testing Co., Ltd. Changsha Hunan China

5. China Railway Eryuan Engineering Group Co. Ltd. Chongqing China

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/nag.3349

Reference40 articles.

1. Stability of circular vertical earth anchors

2. Uplift of Anchor Plates in Sand

3. Influence of Dilation Angle on Drained Shallow Circular Anchor Uplift Capacity