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Marine Georesources & Geotechnology Volume 42, 2024 - Issue 1
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Research Article

Effect of slope on lateral bearing capacity of nearshore large-diameter monopiles in cohesive soil

Wenzhe Penga College of Civil Engineering, Hunan University, Changsha, PR China;b Key Laboratory of Building Safety and Energy Efficiency, Ministry of Education, Hunan University, Changsha, PR ChinaCorrespondence[email protected]
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Minghua Zhaoa College of Civil Engineering, Hunan University, Changsha, PR China;b Key Laboratory of Building Safety and Energy Efficiency, Ministry of Education, Hunan University, Changsha, PR ChinaView further author information
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Heng Zhaoa College of Civil Engineering, Hunan University, Changsha, PR China;b Key Laboratory of Building Safety and Energy Efficiency, Ministry of Education, Hunan University, Changsha, PR ChinaORCID Iconhttps://orcid.org/0000-0002-6253-904XView further author information
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Ling Zhanga College of Civil Engineering, Hunan University, Changsha, PR China;b Key Laboratory of Building Safety and Energy Efficiency, Ministry of Education, Hunan University, Changsha, PR ChinaView further author information
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Shuai Zhoua College of Civil Engineering, Hunan University, Changsha, PR China;b Key Laboratory of Building Safety and Energy Efficiency, Ministry of Education, Hunan University, Changsha, PR ChinaView further author information
Pages 26-46 | Received 19 Aug 2022, Accepted 11 Oct 2022, Published online: 22 Nov 2022

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Read on this site (1)

Wenzhe Peng, Minghua Zhao, Heng Zhao, Ling Zhang & Shuai Zhou. (2023) Effect of single and dual voids on lateral capacity of large-diameter monopiles in marine clay. Marine Georesources & Geotechnology 0:0, pages 1-19.
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Articles from other publishers (1)

Ling Zhang, Shao Yue, Wenzhe Peng & Shuai Zhou. (2023) Experimental study on cyclic lateral response of piles in sandy sloping ground. Ocean Engineering 282, pages 115056.
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