Centrifuge Performance of SCM Wall–Reinforced Pile-Supported Wharf Subjected to Yard Loads-Reference-Cited by-同舟云学术

Centrifuge Performance of SCM Wall–Reinforced Pile-Supported Wharf Subjected to Yard Loads

Published:2022-05 Issue:5 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Zhang H. Q.¹,Yan Z.²^ORCID,Li S.³,Liu L.⁴,Yang Y. H.⁵

Affiliation:

1. Researcher, Tianjin Research Institute of Water Transport Engineering, Ministry of Transport, Tianjin 300456, China.

2. Associate Researcher, Tianjin Research Institute of Water Transport Engineering, Ministry of Transport, Tianjin 300456, China (corresponding author). ORCID: .

3. Senior Engineer, China Communications Construction Corporation Tianjin Port Engineering Institute Co., Ltd., Tianjin 300222, China; Communications Construction Corporation First Harbor Engineering Co., Ltd., Tianjin 300461, China; Key Laboratory of Coastal Engineering Hydrodynamic, China, Tianjin 300222, China.

4. Researcher Assistant, Tianjin Research Institute of Water Transport Engineering, Ministry of Transport, Tianjin 300456, China.

5. Associate Researcher, Tianjin Research Institute of Water Transport Engineering, Ministry of Transport, Tianjin 300456, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002793

Reference45 articles.

1. Experimental Investigation of Single Model Pile and Pile Group Behavior in Saturated and Unsaturated Sand

2. Fragility Analysis of Pile-Supported Wharves and Piers Exposed to Storm Surge and Waves

3. SCM wall in sand: Numerical simulation and design implications;Byoungjae M.;Eng. Geol.,2012

4. Developing fragility curves for a pile-supported wharf

5. Pile and Pile-Group Response to Liquefaction-Induced Lateral Spreading in Four Large-Scale Shake-Table Experiments

Cited by 4 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. Behavior of an anchored sheet pile quay in soft clay reinforced by various structural types of cemented soil;Canadian Geotechnical Journal;2023-12-11

2. Behaviour of anchored sheet pile quay stabilized with deep cement mixing columns in soft soil: Centrifuge and numerical modelling;Computers and Geotechnics;2023-08

3. Centrifuge tests on lateral bearing behaviors of double steel sheet pile structures on marine soft grounds;Applied Ocean Research;2023-05

4. Centrifuge performance of LCSM wall reinforced pile-supported wharf subjected to yard load-induced marine slope soil movement;Marine Structures;2023-01