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European Journal of Environmental and Civil Engineering Volume 22, 2018 - Issue 2
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Nonlinear analysis of the response of a single pile subjected to tension load using a hyperbolic model

Shuai ChengResearch Center of Geotechnical and Structural Engineering, Shandong University, Jinan, China
,
Qian-qing ZhangResearch Center of Geotechnical and Structural Engineering, Shandong University, Jinan, China;State Key Laboratory for GeoMechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou, ChinaCorrespondence[email protected]
,
Shu-cai LiResearch Center of Geotechnical and Structural Engineering, Shandong University, Jinan, China
,
Li-ping LiResearch Center of Geotechnical and Structural Engineering, Shandong University, Jinan, China
,
Shi-min ZhangDepartment of Civil Engineering, Zhejiang University City College, Hangzhou, China
&
Kang WangResearch Center of Geotechnical and Structural Engineering, Shandong University, Jinan, China
Pages 181-191 | Received 28 Nov 2014, Accepted 29 Apr 2016, Published online: 13 May 2016

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Read on this site (2)

Bin Zhu, Hao Qian, Deqiong Kong, Wei Li, Yong Xu & Gen Xiong. (2021) Field trials on monotonic behaviour of a driven pile at an offshore wind farm in China. Marine Georesources & Geotechnology 39:3, pages 322-332.
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Buse Emirler, Mustafa Tolun & Abdulazim Yildiz. (2021) An experimental study of rough single pile and pile group under uplift loading in sand. European Journal of Environmental and Civil Engineering 25:3, pages 557-574.
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Articles from other publishers (3)

Chi Liu, Fang Ji, Yang Song, Hongtao Wang, Jianhua Li, Zhaoteng Xuan & Mingzhu Zhao. (2023) Upper Bound Analysis of Ultimate Pullout Capacity for a Single Pile Using Hoek–Brown Failure Criterion. Buildings 13:12, pages 2904.
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Kelvin Lo, Erwin Oh, Darren Newell & Choo Yong. (2022) A New Load-Transfer Factor to the Slipping Analytical Formulation in Axially Loaded Piles. Geotechnics 2:1, pages 171-190.
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Chun-yu Cui, Shu-jian Wang, Qiang Liu & Yu-long Zhang. (2019) An approach for response prediction of a single pile subjected to tension load considering modulus degradation of soil. Geotechnical and Geological Engineering 38:2, pages 1195-1203.
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