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Original Articles

An analysis method for nearshore laterally loaded rigid pile in cohesive soil

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Pages 2-9 | Received 10 Sep 2016, Accepted 28 Oct 2016, Published online: 05 Jan 2017

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Read on this site (3)

Wenzhe Peng, Minghua Zhao, Heng Zhao, Shuai Zhou & Ling Zhang. (2023) Effect of nearby strip loading on lateral capacity of offshore large-diameter monopiles in clay slope. Marine Georesources & Geotechnology 41:11, pages 1239-1251.
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Wenzhe Peng, Minghua Zhao, Heng Zhao, Ling Zhang & Shuai Zhou. (2022) Effect of slope on lateral bearing capacity of nearshore large-diameter monopiles in cohesive soil. Marine Georesources & Geotechnology 0:0, pages 1-21.
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Zhe Luo, Zhongyang Wu & Longlong Fu. (2020) Simplified procedure for laterally loaded drilled shafts in spatially random clays. Marine Georesources & Geotechnology 38:5, pages 539-552.
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Articles from other publishers (3)

Feifei Wang, Jinggan Shao, Wenkai Li, Yafei Wang, Longfei Wang & Honglin Liu. (2022) Study on the Effect of Pile Foundation Reinforcement of Embankment on Slope of Soft Soil. Sustainability 14:21, pages 14359.
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Desen Kong, Yi Liu, Meixu Deng & Xinyuan Zhao. (2020) Analysis of influencing factors of lateral soil resistance distribution characteristics around monopile foundation for offshore wind power. Applied Ocean Research 97, pages 102106.
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Mikhail Samokhvalov, Andrei Geidt & Aleksandr Paronko. 2020. Transportation Soil Engineering in Cold Regions, Volume 1. Transportation Soil Engineering in Cold Regions, Volume 1 487 497 .

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