Improved Calculation Method for the Internal Force of h-Type Prestressed Anchor Cable Antislide Piles-Reference-Cited by-同舟云学术

Improved Calculation Method for the Internal Force of h-Type Prestressed Anchor Cable Antislide Piles

Published:2022-11 Issue:11 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhao Lianheng¹^ORCID,Liao Weifu²,Li Liang³,Hu Shihong⁴^ORCID

Affiliation:

1. Professor, School of Civil Engineering, Central South Univ., Changsha 410075, Hunan Province, China; Key Laboratory of Heavy-haul Railway Engineering Structure, Ministry of Education, Central South Univ., Changsha 410075, Hunan Province, China; Hunan Provincial Key Laboratory for Disaster Prevention and Mitigation of Rail Transit Engineering Structure, Central South Univ., Changsha 410075, Hunan Province, China; Hunan Tieyuan Civil Engineering Testing Co., LTD, Changsha 410075, Hunan Province, China...

2. Graduate Student, School of Civil Engineering, Central South Univ., Changsha 410075, Hunan Province, China.

3. Professor, School of Civil Engineering, Central South Univ., Changsha 410075, Hunan Province, China.

4. Doctor, School of Civil Engineering, Central South Univ., Changsha 410075, Hunan Province, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002525

Reference38 articles.

1. Pile-spacing calculation of anti-slide pile based on soil arching effect;Chen G. F.;Adv. Civ. Eng.,2020

2. Characteristics and emergency mitigation of the 2018 Laochang landslide in Tianquan County, Sichuan Province, China;Chen Z.;Sci Rep.,2021

3. Design Method for Stabilization of Slopes with Piles

4. Precedent long-term gravitational deformation of large scale landslides in the Three Gorges reservoir area, China;Deng Q. L.;Eng. Geol.,2017

5. Mass rock creep and landsliding on the Huangtupo slope in the reservoir area of the Three Gorges Project, Yangtze River, China;Deng Q. L.;Eng. Geol.,2000

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Optimization of H-type Anti-slide Pile Support Structure Based on RSM-NSGA-II;Periodica Polytechnica Civil Engineering;2024-06-25

2. A new model for mechanical calculation of h-type anti-slide piles;Structures;2023-10

3. Anti-slide pile structure development: New design concept and novel structure;Frontiers in Earth Science;2023-01-26