Nonlinear Response of Micropile Groups Stabilizing Landslides Considering Pile–Soil Interactions-Reference-Cited by-同舟云学术

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Nonlinear Response of Micropile Groups Stabilizing Landslides Considering Pile–Soil Interactions

Published:2024-06 Issue:6 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Han Meng¹^ORCID,Jia Jinqing²^ORCID

Affiliation:

1. Ph.D. Candidate, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China; School of Civil Engineering, Dalian Univ. of Technology, Dalian 116024, China. ORCID: .

2. Ph.D. Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China; School of Civil Engineering, Dalian Univ. of Technology, Dalian 116024, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8879

Reference34 articles.

1. Comparison of static lateral behavior of three pile group configurations using three-dimensional finite element modeling

2. Development of Simulation Based p-Multipliers for Laterally Loaded Pile Groups in Granular Soil Using 3D Nonlinear Finite Element Model

3. Lateral Load Behavior of Pile Group in Sand

4. Cyclic Lateral Loading of a Large‐Scale Pile Group

5. Group Effect on Driven Piles under Lateral Load

Cited by 1 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. Earth Pressure Reduction and Transmission Between Rows of Portal Anti-Slide Piles;Geotechnical and Geological Engineering;2024-07-30

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