Experimental and numerical studies on the adjacent pile response to bucket spudcan penetration and extraction-Reference-Cited by-同舟云学术

Experimental and numerical studies on the adjacent pile response to bucket spudcan penetration and extraction

Published:2022-08-26 Issue:sup1 Volume:18 Page:32-42
ISSN:1744-5302
Container-title:Ships and Offshore Structures
language:en
Short-container-title:Ships and Offshore Structures

Author:

Li Chengfeng¹,WU Qunan²,Liu Run¹,Ma Pengcheng³,Zhang Haiyang³

Affiliation:

1. State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin, People’s Republic of China

2. China Harbour Engineering Company Limited, Beijing, People’s Republic of China

3. National Engineering Laboratory for Digital Construction and Evaluation Technology of Urban Rail Transit, China Railway Design Corporation, Tianjin, People’s Republic of China

Funder

National Postdoctoral Program for Innovative Talents

Natural Science Foundation for Distinguished Young Scholars of China

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/17445302.2022.2110408

Reference29 articles.

1. A comparison of the combined load behaviour of spudcan and caisson foundations on soft normally consolidated clay

2. Spudcan-pile interaction in thick soft clay and soft clay overlying sand: A simplified numerical solution

3. Deep penetration of spud-can foundations on sand and clay

4. Effect of spudcan penetration on laterally loaded pile groups

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. Research on the Influence of Spudcan Penetration and Extraction on Adjacent Platform Piles in Sand;International Journal of Geomechanics;2023-07