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Zhang, Qian-qing, Feng, Ruo-feng, Yu, Ya-lin, Liu, Shan-wei, Qian, Jian-gu (2019) Simplified approach for prediction of nonlinear response of bored pile embedded in sand. Soils and Foundations, 59 (5). 1562-1578 doi:10.1016/j.sandf.2019.07.011

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Reference TypeJournal (article/letter/editorial)
TitleSimplified approach for prediction of nonlinear response of bored pile embedded in sand
JournalSoils and Foundations
AuthorsZhang, Qian-qingAuthor
Feng, Ruo-fengAuthor
Yu, Ya-linAuthor
Liu, Shan-weiAuthor
Qian, Jian-guAuthor
Year2019 (October)Volume59
Issue5
PublisherElsevier BV
DOIdoi:10.1016/j.sandf.2019.07.011Search in ResearchGate
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Mindat Ref. ID10732006Long-form Identifiermindat:1:5:10732006:7
GUID0
Full ReferenceZhang, Qian-qing, Feng, Ruo-feng, Yu, Ya-lin, Liu, Shan-wei, Qian, Jian-gu (2019) Simplified approach for prediction of nonlinear response of bored pile embedded in sand. Soils and Foundations, 59 (5). 1562-1578 doi:10.1016/j.sandf.2019.07.011
Plain TextZhang, Qian-qing, Feng, Ruo-feng, Yu, Ya-lin, Liu, Shan-wei, Qian, Jian-gu (2019) Simplified approach for prediction of nonlinear response of bored pile embedded in sand. Soils and Foundations, 59 (5). 1562-1578 doi:10.1016/j.sandf.2019.07.011
In(2019, October) Soils and Foundations Vol. 59 (5) Elsevier BV

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Zhang, Qian-qing, Liu, Shan-wei, Zhang, Shi-min, Zhang, Jian, Wang, Kang (2016) Simplified non-linear approaches for response of a single pile and pile groups considering progressive deformation of pile–soil system. Soils and Foundations, 56 (3). 473-484 doi:10.1016/j.sandf.2016.04.013
Zhang, Qian-qing, Feng, Ruo-feng, Liu, Shan-wei, Li, Xiao-mi (2018) Estimation of Uplift Capacity of a Single Pile Embedded in Sand Considering Arching Effect. International Journal of Geomechanics, 18. 6018021pp. doi:10.1061/(asce)gm.1943-5622.0001240
Zhang, Qian-qing, Feng, Ruo-feng, Xu, Zhen-hao, Liu, Shan-wei, Qian, Jian-gu (2019) Evaluation of Ultimate Pullout Capacity of Anchor Cables Embedded in Rock Using a Unified Rupture Shape Model. Geotechnical and Geological Engineering, 37 (4). 2625-2637 doi:10.1007/s10706-018-00782-0
Zhang, Qian-qing, Ma, Bin, Liu, Shan-wei, Feng, Ruo-feng (2020) Behaviour analysis on the vertically loaded bored pile socketed into weak rocks using slip-line theory arc failure surface. Computers and Geotechnics, 128. 103852pp. doi:10.1016/j.compgeo.2020.103852
Zhang, Qian-qing, Feng, Ruo-feng, Liu, Shan-wei, Zhang, Shi-min (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. 346-348 doi:10.1016/j.compgeo.2016.08.030
Feng, Ruo-feng, Zhang, Qian-qing, Liu, Shan-wei, Li, Xiao-mi (2018) Discussion on “A simple critical state interface model and its application in prediction of shaft resistance of non-displacement piles in sand”. Computers and Geotechnics, 95. 44-45 doi:10.1016/j.compgeo.2017.09.005
Li, Xiao-mi, Zhang, Qian-qing, Feng, Ruo-feng, Qian, Jian-gu, Wei, Huan-wei (2020) Long-Term Deformation Analysis for a Vertical Concentrated Force Acting in the Interior of Fractional Derivative Viscoelastic Soils. International Journal of Geomechanics, 20. 4020040pp. doi:10.1061/(asce)gm.1943-5622.0001649
Liu, Shan-wei, Zhang, Qian-qing, Feng, Ruo-feng (2021) Model Test Study on Bearing Capacity of Nonuniformly Arranged Pile Groups. International Journal of Geomechanics, 21 (10) 4021200pp. doi:10.1061/(asce)gm.1943-5622.0002181
Li, Lin, Gong, Weibing (2019) Prediction of nonlinear vertical settlement of a pile group consisting of new and existing displacement piles in clay strata. Soils and Foundations, 59 (5). 1336-1348 doi:10.1016/j.sandf.2019.06.001
Zhou, Jiajin, Gong, Xiaonan, Zhang, Rihong (2019) Model tests comparing the behavior of pre-bored grouted planted piles and a wished-in-place concrete pile in dense sand. Soils and Foundations, 59 (1). 84-96 doi:10.1016/j.sandf.2018.09.003
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