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Deng, Yue-Bao, Liu, Gan-Bin, Lu, Meng-Meng, Xie, Kang-he (2014) Consolidation behavior of soft deposits considering the variation of prefabricated vertical drain discharge capacity. Computers and Geotechnics, 62. 310-316 doi:10.1016/j.compgeo.2014.08.006

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Reference TypeJournal (article/letter/editorial)
TitleConsolidation behavior of soft deposits considering the variation of prefabricated vertical drain discharge capacity
JournalComputers and Geotechnics
AuthorsDeng, Yue-BaoAuthor
Liu, Gan-BinAuthor
Lu, Meng-MengAuthor
Xie, Kang-heAuthor
Year2014 (October)Volume62
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2014.08.006Search in ResearchGate
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Mindat Ref. ID1006415Long-form Identifiermindat:1:5:1006415:3
GUID0
Full ReferenceDeng, Yue-Bao, Liu, Gan-Bin, Lu, Meng-Meng, Xie, Kang-he (2014) Consolidation behavior of soft deposits considering the variation of prefabricated vertical drain discharge capacity. Computers and Geotechnics, 62. 310-316 doi:10.1016/j.compgeo.2014.08.006
Plain TextDeng, Yue-Bao, Liu, Gan-Bin, Lu, Meng-Meng, Xie, Kang-he (2014) Consolidation behavior of soft deposits considering the variation of prefabricated vertical drain discharge capacity. Computers and Geotechnics, 62. 310-316 doi:10.1016/j.compgeo.2014.08.006
In(2014) Computers and Geotechnics Vol. 62. Elsevier BV

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Deng, Yue-Bao, Xie, Kang-He, Lu, Meng-Meng (2013) Consolidation by vertical drains when the discharge capacity varies with depth and time. Computers and Geotechnics, 48. 1-8 doi:10.1016/j.compgeo.2012.09.012
Liu, Quan, Deng, Yue-Bao, Wang, Tian-Yuan (2018) One-dimensional nonlinear consolidation theory for soft ground considering secondary consolidation and the thermal effect. Computers and Geotechnics, 104. 22-28 doi:10.1016/j.compgeo.2018.08.007
Wang, Yu, Shi, Chao (2023) Data-driven analysis of soil consolidation with prefabricated vertical drains considering stratigraphic variation. Computers and Geotechnics, 161. 105569 doi:10.1016/j.compgeo.2023.105569
Xie, Kang-he, Deng, Yue-bao, Wang, Kun, Huang, Da-zhong (2011) A 3D composite finite element used to model a vertical drain and its surrounding remoulded soil. Computers and Geotechnics, 38. 1078-1088 doi:10.1016/j.compgeo.2011.07.010
Xie, Kang-He, Lu, Meng-Meng, Hu, An-Feng, Chen, Guo-Hong (2009) A general theoretical solution for the consolidation of a composite foundation. Computers and Geotechnics, 36. 24-30 doi:10.1016/j.compgeo.2008.02.012
Lu, Meng-Meng, Xie, Kang-He, Hu, An-Feng, Chen, Guo-Hong (2010) Reply to Comments on “A general theoretical solution for the consolidation of a composite foundation” [Computers and Geotechnics 36 (2009) 24–30]. Computers and Geotechnics, 37. 582-583 doi:10.1016/j.compgeo.2010.02.006
Deng, Yue-Bao, Liu, Gan-Bin, Indraratna, Buddhima, Rujikiatkamjorn, Cholachat, Xie, Kang-he (2017) Model Test and Theoretical Analysis for Soft Soil Foundations Improved by Prefabricated Vertical Drains. International Journal of Geomechanics, 17. 4016045pp. doi:10.1061/(asce)gm.1943-5622.0000711
Xie, Kang-He, Huang, Da-Zhong, Wang, Yu-Lin, Deng, Yue-Bao (2014) Axisymmetric consolidation of a poroelastic soil layer with a compressible fluid constituent due to groundwater drawdown. Computers and Geotechnics, 56. 11-15 doi:10.1016/j.compgeo.2013.10.004
Huangfu, Zhihao, Deng, An (2024) Vertical drain aided consolidation and solute transport. Computers and Geotechnics, 166. 106050 doi:10.1016/j.compgeo.2023.106050
Doan, Sam, Fatahi, Behzad (2020) Analytical solution for free strain consolidation of stone column-reinforced soft ground considering spatial variation of total stress and drain resistance. Computers and Geotechnics, 118. 103291 doi:10.1016/j.compgeo.2019.103291
Lu, M.M., Xie, K.H., Wang, S.Y. (2011) Consolidation of vertical drain with depth-varying stress induced by multi-stage loading. Computers and Geotechnics, 38. 1096-1101 doi:10.1016/j.compgeo.2011.06.007
 
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