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Marine Georesources & Geotechnology Volume 33, 2015 - Issue 2
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Original Articles

Analysis on Response of a Single Pile Subjected to Tension Load Using a Softening Model and a Hyperbolic Model

Qian-Qing Zhang Geotechnical and Structural Engineering Research Center, Shandong University, Jinan, China; Key Laboratory of Geotechnical and Underground Engineering, Tongji University, Ministry of Education, Shanghai, China; State Key Laboratory for GeoMechanics and Deep Underground Engineering, China University of Mining & Technology, Xuzhou, ChinaCorrespondence[email protected]
,
Shu-Cai Li Geotechnical and Structural Engineering Research Center, Shandong University, Jinan, China
,
Qian Zhang Geotechnical and Structural Engineering Research Center, Shandong University, Jinan, China
,
Li-Ping Li Geotechnical and Structural Engineering Research Center, Shandong University, Jinan, China
&
Bo Zhang Geotechnical and Structural Engineering Research Center, Shandong University, Jinan, China; State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China
Pages 167-176 | Received 10 May 2013, Accepted 16 Jul 2013, Published online: 24 Oct 2014

Citations (11)

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Read on this site (1)

Shuai Cheng, Qian-qing Zhang, Shu-cai Li, Li-ping Li, Shi-min Zhang & Kang Wang. (2018) Nonlinear analysis of the response of a single pile subjected to tension load using a hyperbolic model. European Journal of Environmental and Civil Engineering 22:2, pages 181-191.
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Articles from other publishers (10)

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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Zhi Ding, Mo-Bao Zhang, Xiao Zhang & Xin-Jiang Wei. (2023) Theoretical analysis on the deformation of existing tunnel caused by under-crossing of large-diameter slurry shield considering construction factors. Tunnelling and Underground Space Technology 133, pages 104913.
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Shan-wei Liu, Qian-qing Zhang, Bin Ma, Zhen-bao Li, Wei-ping Yin & Qin-gang Lou. (2023) Study on surface roughness effect on shear behavior of concrete-soil interface. Engineering Failure Analysis 145, pages 107050.
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Zan Li, Songyu Liu, Kai Wu & Taishan Lu. (2022) Analysis on Response of a Single Pile Subjected to Tension Load Considering Excavation Effects. Applied Sciences 12:13, pages 6717.
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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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Nianwu Liu, Yaoying Liang, Jitao Yu, Peng Shao & Qianqing Zhang. (2019) Response prediction method for tension piles considering progressive soil deformation. IOP Conference Series: Earth and Environmental Science 330:2, pages 022055.
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Hongtao Wang, Yunteng Yin, Feng Ma & Ping Liu. (2019) Simplified Analytical Method for Calculating the Uplift Capacity of a Single Pile in Nonhomogeneous Soil with a Nonlinear Failure Criterion. Geotechnical and Geological Engineering 37:5, pages 4627-4633.
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Fei Xu, Qian-Qing Zhang, Li-Ping Li, Kang Wang, Shi-Min Zhang & Peng He. (2017) Response of a Single Pile Subjected to Tension Load by Using Softening Models. Soil Mechanics and Foundation Engineering 54:1, pages 24-31.
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Qian-qing Zhang, Ruo-feng Feng, Shan-wei Liu & Shi-min Zhang. (2016) Discussion on “An analytical approach for the prediction of single pile and pile group behaviour in clay” by Brian B. Sheil, and Bryan A. McCabe [Comput. Geotech. 75 (2016) 145–158]. Computers and Geotechnics 80, pages 346-348.
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