Numerical Analysis of Load-Bearing Behavior of Rock Socketed Monopiles Based on Discrete Element Method

Author:

Cheng Yongjin1ORCID,Ge Xiangming1ORCID,He Ben1ORCID,Xiong Gen1ORCID,Gao Peng1ORCID

Affiliation:

1. Power China Huadong Engineering Co., China

Publisher

ACM

Reference10 articles.

1. Ahmadi M, Baziar M, Jafari S and Mousavi S. “An experimental study on the parameters affecting the cyclic lateral response of monopiles for offshore wind turbines in sand”. 2020, Ocean Engineering, 60(6), 1570-1587.

2. Tsetas A Tsouvalas A Metrikine AV. “Installation of Large-Diameter Monopiles: Introducing Wave Dispersion and Non-Local Soil Reaction”. 2021 Journal of Marine Science and Engineering 9(3) 313.

3. Gutiérrez-Ch J, Senent S, Melentijevic S and R Jimenez. “A DEM-Based Factor to Design Rock-Socketed Piles Considering Socket Roughness”. 2021, Rock Mech. Rock Eng. 54, 3409-3421.

4. Zhang Z Guan P Dong Y and Li H. “Analysis of horizontal bearing capacity of offshore pile foundation based on DPP-BOTDA”. 2022 Journal of Civil Structural Health Monitoring 12(4) 747-756.

5. Basheer N, Abdel-Rahman K, Albiker J, Chakraborty T and Achmus M, “Analysis of Offshore Rock Socketed Monopile Foundations Considering Stiffness Degradation”. 2019, In Civil Infrastructures Confronting Severe Weathers and Climate Changes Conference. pp.:174-186.

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