The effect of spudcan footprints on the vertical bearing capacity of adjacent pile foundations-Reference-Cited by-同舟云学术

The effect of spudcan footprints on the vertical bearing capacity of adjacent pile foundations

Published:2020-02-17 Issue:3 Volume:16 Page:292-305
ISSN:1744-5302
Container-title:Ships and Offshore Structures
language:en
Short-container-title:Ships and Offshore Structures

Author:

Liang Chao¹,Liu Run¹^ORCID,Zhang Haiyang¹,Li Chengfeng¹,Yuan Yu¹,Cao Tianming¹

Affiliation:

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

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/17445302.2020.1725278

Reference20 articles.

1. Effect of Sheet Pile Driving on Geotechnical Behavior of Adjacent Building in Sand: Numerical Study

2. Experimental Investigation of the Reinstallation of Spudcan Footings Close to Existing Footprints

3. Simulation and Development of Instrumental Setup to Be Used for Cement Grouting of Sand Soil

4. Gaudin C, Cassidy MJ, Donovan T. 2007. Spudcan reinstallation near existing footprint. In: Proceedings of the 6th International Offshore Site Investigation and Geotechnics Conference: Confronting New Challenges and Sharing Knowledge. London, UK. doi:EP2413207 A2.

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