Centrifuge model tests on an anchor pile under cyclic oblique pullout load using transparent sand-Reference-Cited by-同舟云学术

Centrifuge model tests on an anchor pile under cyclic oblique pullout load using transparent sand

Published:2024-04-13 Issue: Volume: Page:1-11
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Luo Guangyu¹,Wang Zhongtao¹,Kong Gangqiang²^ORCID,Zhang Yu³,Yang Qing¹,Zhou Yu¹,Li Peng¹,Wang Meng¹

Affiliation:

1. State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, P.R. China

2. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, P.R. China

3. School of Civil Engineering, Dalian Jiaotong University, Dalian, P.R. China

Funder

National Natural Science Foundation of China

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2024.2338274

Reference43 articles.

1. Experimental and Numerical Investigation of the Performance of Piles and Suction Caissons Subjected to Inclined Cyclic Loading in Cohesive Soils

2. Numerical Investigation of the Performance of Caissons in Cohesive Soils under Cyclic Loading

3. American Petroleum Institute. 2005. Design and Analysis of Stationkeeping Systems for Floating Structures. API RP 2SK(2005). Washington, DC: American Petroleum Institute.

4. Bhattacharya, S., T. M. Carrington, and T. R. Aldridge. 2006. “Design of FPSO Piles against Storm Loading.” Offshore Technology Conference: OTC 17861. https://doi.org/10.4043/17861-MS.

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