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Xie, Kang-He, Wang, Kun, Wang, Yu-Lin, Li, Chuan-Xun (2010) Analytical solution for one-dimensional consolidation of clayey soils with a threshold gradient. Computers and Geotechnics, 37. 487-493 doi:10.1016/j.compgeo.2010.02.001

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Reference TypeJournal (article/letter/editorial)
TitleAnalytical solution for one-dimensional consolidation of clayey soils with a threshold gradient
JournalComputers and Geotechnics
AuthorsXie, Kang-HeAuthor
Wang, KunAuthor
Wang, Yu-LinAuthor
Li, Chuan-XunAuthor
Year2010 (June)Volume37
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2010.02.001Search in ResearchGate
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Mindat Ref. ID1005754Long-form Identifiermindat:1:5:1005754:2
GUID0
Full ReferenceXie, Kang-He, Wang, Kun, Wang, Yu-Lin, Li, Chuan-Xun (2010) Analytical solution for one-dimensional consolidation of clayey soils with a threshold gradient. Computers and Geotechnics, 37. 487-493 doi:10.1016/j.compgeo.2010.02.001
Plain TextXie, Kang-He, Wang, Kun, Wang, Yu-Lin, Li, Chuan-Xun (2010) Analytical solution for one-dimensional consolidation of clayey soils with a threshold gradient. Computers and Geotechnics, 37. 487-493 doi:10.1016/j.compgeo.2010.02.001
In(2010, June) Computers and Geotechnics Vol. 37 (4) Elsevier BV

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Wang, Lei, Sun, De’an, Li, Peichao, Xie, Yi (2017) Semi-analytical solution for one-dimensional consolidation of fractional derivative viscoelastic saturated soils. Computers and Geotechnics, 83. 30-39 doi:10.1016/j.compgeo.2016.10.020
Wang, Hong-Xin, Xu, Wei, Zhang, Yang-Yang, Sun, De-An (2021) Simplified solution to one-dimensional consolidation with threshold gradient. Computers and Geotechnics, 131. 103943pp. doi:10.1016/j.compgeo.2020.103943
Qin, Aifang, Sun, De’an, Tan, Yongwei (2010) Analytical solution to one-dimensional consolidation in unsaturated soils under loading varying exponentially with time. Computers and Geotechnics, 37. 233-238 doi:10.1016/j.compgeo.2009.07.008
Oliveira, Fernando S., Martins, Ian S.M., GuimarĂŁes, Leonardo J.N. (2023) A model for one-dimensional consolidation of clayey soils with non-linear viscosity. Computers and Geotechnics, 159. 105426 doi:10.1016/j.compgeo.2023.105426
Wang, Lei, Sun, De'an, Li, Linzhong, Li, Peichao, Xu, Yongfu (2017) Semi-analytical solutions to one-dimensional consolidation for unsaturated soils with symmetric semi-permeable drainage boundary. Computers and Geotechnics, 89. 71-80 doi:10.1016/j.compgeo.2017.04.005
Qin, Aifang, Sun, De’an, Zhang, Jiulong (2014) Semi-analytical solution to one-dimensional consolidation for viscoelastic unsaturated soils. Computers and Geotechnics, 62. 110-117 doi:10.1016/j.compgeo.2014.06.014
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
Xie, Kang-He, Xia, Chang-Qing, An, Ran, Hu, An-Feng, Zhang, Wei-Peng (2016) A study on the one-dimensional consolidation of double-layered structured soils. Computers and Geotechnics, 73. 189-198 doi:10.1016/j.compgeo.2015.12.007
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
Xie, Kang-He, Xie, Xin-Yu, Li, Xi-Bin (2008) Analytical theory for one-dimensional consolidation of clayey soils exhibiting rheological characteristics under time-dependent loading. International Journal for Numerical and Analytical Methods in Geomechanics, 32. 1833-1855 doi:10.1002/nag.698
Cui, Peng-lu, Cao, Wen-Gui, Xu, Zan, Wei, Yun-bo, Li, Huixin (2023) One-dimensional non-linear rheological consolidation of clayey soils with Swartzendruber's flow law. Computers and Geotechnics, 155. 105201 doi:10.1016/j.compgeo.2022.105201
 
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