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Soomro, M.A., Ng, C.W.W., Liu, K., Memon, N.A. (2017) Pile responses to side-by-side twin tunnelling in stiff clay: Effects of different tunnel depths relative to pile. Computers and Geotechnics, 84. 101-116 doi:10.1016/j.compgeo.2016.11.011

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Reference TypeJournal (article/letter/editorial)
TitlePile responses to side-by-side twin tunnelling in stiff clay: Effects of different tunnel depths relative to pile
JournalComputers and Geotechnics
AuthorsSoomro, M.A.Author
Ng, C.W.W.Author
Liu, K.Author
Memon, N.A.Author
Year2017 (April)Volume84
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2016.11.011Search in ResearchGate
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Mindat Ref. ID1006959Long-form Identifiermindat:1:5:1006959:2
GUID0
Full ReferenceSoomro, M.A., Ng, C.W.W., Liu, K., Memon, N.A. (2017) Pile responses to side-by-side twin tunnelling in stiff clay: Effects of different tunnel depths relative to pile. Computers and Geotechnics, 84. 101-116 doi:10.1016/j.compgeo.2016.11.011
Plain TextSoomro, M.A., Ng, C.W.W., Liu, K., Memon, N.A. (2017) Pile responses to side-by-side twin tunnelling in stiff clay: Effects of different tunnel depths relative to pile. Computers and Geotechnics, 84. 101-116 doi:10.1016/j.compgeo.2016.11.011
In(2017) Computers and Geotechnics Vol. 84. Elsevier BV

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Soomro, M.A., Ng, C.W.W., Memon, N.A., Bhanbhro, R. (2018) Lateral behaviour of a pile group due to side-by-side twin tunnelling in dry sand: 3D centrifuge tests and numerical modelling. Computers and Geotechnics, 101. 48-64 doi:10.1016/j.compgeo.2018.04.010
Hong, Y., Soomro, M.A., Ng, C.W.W. (2015) Settlement and load transfer mechanism of pile group due to side-by-side twin tunnelling. Computers and Geotechnics, 64. 105-119 doi:10.1016/j.compgeo.2014.10.007
Hong, Y., Soomro, M.A., Ng, C.W.W. (2015) Corrigendum to “Settlement and load transfer mechanism of pile group due to side-by-side twin tunneling” [Comput. Geotechnics 64 (2015) 105–119]. Computers and Geotechnics, 69. 652 doi:10.1016/j.compgeo.2015.05.010
Hong, Y., Soomro, M.A., Ng, C.W.W., Wang, L.Z., Yan, J.J., Li, B. (2015) Tunnelling under pile groups and rafts: Numerical parametric study on tension effects. Computers and Geotechnics, 68. 54-65 doi:10.1016/j.compgeo.2015.02.014
Lee, C.J. (2013) Numerical analysis of pile response to open face tunnelling in stiff clay. Computers and Geotechnics, 51. 116-127 doi:10.1016/j.compgeo.2013.02.007
NG, C.W.W., HONG, Y., SOOMRO, M.A. (2015) Effects of piggyback twin tunnelling on a pile group: 3D centrifuge tests and numerical modelling. GĂ©otechnique, 65 (1). 38-51 doi:10.1680/geot.14.p.105
Li, Yongqin, Zhang, Wengang (2020) Investigation on passive pile responses subject to adjacent tunnelling in anisotropic clay. Computers and Geotechnics, 127. 103782pp. doi:10.1016/j.compgeo.2020.103782
Ali Soomro, Mukhtiar, Mangi, Naeem, Cui, Zhen-Dong, Liu, Kai, Ali Mangnejo, Dildar (2024) Evaluation of response mechanisms in an elevated pile group subjected to lateral loading caused by twin-tunnelling. Computers and Geotechnics, 171. 106334 doi:10.1016/j.compgeo.2024.106334
Ali Soomro, Mukhtiar, Mangi, Naeem, Xiong, Hao, Kumar, Manoj, Ali Mangnejo, Dildar (2020) Centrifuge and numerical modelling of stress transfer mechanisms and settlement of pile group due to twin stacked tunnelling with different construction sequences. Computers and Geotechnics, 121. 103449 doi:10.1016/j.compgeo.2020.103449
Liu, Chao, Zhang, Zixin, Regueiro, Richard A. (2014) Pile and pile group response to tunnelling using a large diameter slurry shield – Case study in Shanghai. Computers and Geotechnics, 59. 21-43 doi:10.1016/j.compgeo.2014.03.006
Ng, C.W.W., Lu, H. (2014) Effects of the construction sequence of twin tunnels at different depths on an existing pile. Canadian Geotechnical Journal, 51 (2). 173-183 doi:10.1139/cgj-2012-0452
 
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