Torque-Transferring Characteristics of Offshore Tetrapod Piled Jacket Foundations in Dense Sand

Author:

Wen Kai1,Liu Tingfa2ORCID,Zhu Bin3,Liu Deyun1

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Imperial College London, London SW7 2AZ, UK.

2. Lecturer in Geotechnical Testing, Dept. of Civil Engineering, Univ. of Bristol, Queen’s Building, Bristol BS8 1TR, UK. ORCID: . Emails:

3. Professor, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference41 articles.

1. Numerical Analysis of Large-Diameter Monopiles in Dense Sand Supporting Offshore Wind Turbines

2. API (American Petroleum Institute). 2007. Recommended practice for planning, designing, and constructing fixed offshore platforms – working stress design. 21st ed. API RP 2A-WSD. Washington, DC: API.

3. Analysis and Design of Monopile Foundations for Offshore Wind-Turbine Structures

4. Numerical Solution of Single Pile Subjected to Torsional Cyclic Load

5. The strength and dilatancy of sands

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