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Shakeel, M., Ng, Charles W.W. (2018) Settlement and load transfer mechanism of a pile group adjacent to a deep excavation in soft clay. Computers and Geotechnics, 96. 55-72 doi:10.1016/j.compgeo.2017.10.010

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Reference TypeJournal (article/letter/editorial)
TitleSettlement and load transfer mechanism of a pile group adjacent to a deep excavation in soft clay
JournalComputers and Geotechnics
AuthorsShakeel, M.Author
Ng, Charles W.W.Author
Year2018 (April)Volume96
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2017.10.010Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID1007237Long-form Identifiermindat:1:5:1007237:4
GUID0
Full ReferenceShakeel, M., Ng, Charles W.W. (2018) Settlement and load transfer mechanism of a pile group adjacent to a deep excavation in soft clay. Computers and Geotechnics, 96. 55-72 doi:10.1016/j.compgeo.2017.10.010
Plain TextShakeel, M., Ng, Charles W.W. (2018) Settlement and load transfer mechanism of a pile group adjacent to a deep excavation in soft clay. Computers and Geotechnics, 96. 55-72 doi:10.1016/j.compgeo.2017.10.010
In(2018) Computers and Geotechnics Vol. 96. Elsevier BV

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Shi, Jiangwei, Wei, Jiaqi, Ng, Charles W.W., Lu, Hu (2019) Stress transfer mechanisms and settlement of a floating pile due to adjacent multi-propped deep excavation in dry sand. Computers and Geotechnics, 116. 103216 doi:10.1016/j.compgeo.2019.103216
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
Bandyopadhyay, Paromeeta, Teng, Fuchen (2024) Analysis of pile-soil-excavation interaction and load transfer mechanism in multi-layered soil for an in-service pile group. Computers and Geotechnics, 171. 106378 doi:10.1016/j.compgeo.2024.106378
Ng, Charles W.W., Crous, Petrus A., Zhang, Min, Shakeel, Muhammad (2022) Static liquefaction mechanisms in loose sand fill slopes. Computers and Geotechnics, 141. 104525pp. doi:10.1016/j.compgeo.2021.104525
Cui, Jifei, Li, Jingpei, Zhao, Gaowen (2019) Long-term time-dependent load-settlement characteristics of a driven pile in clay. Computers and Geotechnics, 112. 41-50 doi:10.1016/j.compgeo.2019.04.007
Lv, Yaru, Liu, Hanlong, Ng, Charles W.W., Ding, Xuanming, Gunawan, Anthony (2014) Three-dimensional numerical analysis of the stress transfer mechanism of XCC piled raft foundation. Computers and Geotechnics, 55. 365-377 doi:10.1016/j.compgeo.2013.09.019
Ng, Charles Wang Wai, Zheng, Gang, Ni, Junjun, Zhou, Chao (2020) Use of unsaturated small-strain soil stiffness to the design of wall deflection and ground movement adjacent to deep excavation. Computers and Geotechnics, 119. 103375 doi:10.1016/j.compgeo.2019.103375
Ou, Chang-Yu, Hsieh, Pio-Go (2011) A simplified method for predicting ground settlement profiles induced by excavation in soft clay. Computers and Geotechnics, 38. 987-997 doi:10.1016/j.compgeo.2011.06.008
Zhang, Ruihuan; Zhang, Ling; Wang, Guangxin (2026) A simplified analysis method for lateral response of the adjacent existing pile induced by pile hole contraction in soft clay. Computers and Geotechnics, 197. doi:10.1016/j.compgeo.2026.108205
Lee, Jong-Sub, Park, Yung-Ho (2008) Equivalent pile load–head settlement curve using a bi-directional pile load test. Computers and Geotechnics, 35. 124-133 doi:10.1016/j.compgeo.2007.06.008
 
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