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Sheil, Brian B., McCabe, Bryan A. (2016) Reply to discussion by Zhang, Feng, Lie and Zhang 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. 349-350 doi:10.1016/j.compgeo.2016.08.031

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Reference TypeJournal (article/letter/editorial)
TitleReply to discussion by Zhang, Feng, Lie and Zhang 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]
JournalComputers and Geotechnics
AuthorsSheil, Brian B.Author
McCabe, Bryan A.Author
Year2016 (December)Volume80
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2016.08.031Search in ResearchGate
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Mindat Ref. ID1006873Long-form Identifiermindat:1:5:1006873:3
GUID0
Full ReferenceSheil, Brian B., McCabe, Bryan A. (2016) Reply to discussion by Zhang, Feng, Lie and Zhang 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. 349-350 doi:10.1016/j.compgeo.2016.08.031
Plain TextSheil, Brian B., McCabe, Bryan A. (2016) Reply to discussion by Zhang, Feng, Lie and Zhang 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. 349-350 doi:10.1016/j.compgeo.2016.08.031
In(2016) Computers and Geotechnics Vol. 80. Elsevier BV

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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
Sheil, Brian B., McCabe, Bryan A. (2016) An analytical approach for the prediction of single pile and pile group behaviour in clay. Computers and Geotechnics, 75. 145-158 doi:10.1016/j.compgeo.2016.02.001
Sheil, Brian B., McCabe, Bryan A. (2017) Response to discussion: An analytical approach for the prediction of single pile and pile group behaviour in clay. Computers and Geotechnics, 86. 245 doi:10.1016/j.compgeo.2017.01.009
Sheil, Brian B., McCabe, Bryan A. (2015) Numerical modelling of pile foundation angular distortion. Soils and Foundations, 55 (3). 614-625 doi:10.1016/j.sandf.2015.04.012
Li, Zhi-qiang (2017) Discussion on “An analytical approach for the prediction of single pile and pile group behaviour in clay”. Computers and Geotechnics, 86. 243-244 doi:10.1016/j.compgeo.2017.01.008
Sheil, Brian B., McCabe, Bryan A. (2014) A finite element–based approach for predictions of rigid pile group stiffness efficiency in clays. Acta Geotechnica, 9 (3) 469-484 doi:10.1007/s11440-013-0240-9
McCabe, Bryan A., Sheil, Brian B. (2015) Pile Group Settlement Estimation: Suitability of Nonlinear Interaction Factors. International Journal of Geomechanics, 15. 4014056pp. doi:10.1061/(asce)gm.1943-5622.0000395
Sheil, Brian B., McCabe, Bryan A., Comodromos, Emilios M., Lehane, Barry M. (2019) Pile groups under axial loading: an appraisal of simplified non-linear prediction models. Géotechnique, 69 (7). 565-579 doi:10.1680/jgeot.17.r.040
Pooya Nejad, F., Jaksa, Mark B., Kakhi, M., McCabe, Bryan A. (2009) Prediction of pile settlement using artificial neural networks based on standard penetration test data. Computers and Geotechnics, 36. 1125-1133 doi:10.1016/j.compgeo.2009.04.003
Franza, Andrea, Sheil, Brian (2021) Pile groups under vertical and inclined eccentric loads: Elastoplastic modelling for performance based design. Computers and Geotechnics, 135. 104092pp. doi:10.1016/j.compgeo.2021.104092
Saberi, Miad, Annan, Charles-Darwin, Sheil, Brian B. (2022) An efficient numerical approach for simulating soil-pipe interaction behaviour under cyclic loading. Computers and Geotechnics, 146. 104666pp. doi:10.1016/j.compgeo.2022.104666
 
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