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Tang, Xiao-Wu, Onitsuka, Katsutada (2000) Consolidation by vertical drains under time-dependent loading. International Journal for Numerical and Analytical Methods in Geomechanics, 24. 739-751 doi:10.1002/1096-9853(20000810)24:9<739::aid-nag94>3.0.co;2-b

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Reference TypeJournal (article/letter/editorial)
TitleConsolidation by vertical drains under time-dependent loading
JournalInternational Journal for Numerical and Analytical Methods in Geomechanics
AuthorsTang, Xiao-WuAuthor
Onitsuka, KatsutadaAuthor
Year2000 (August 10)Volume24
PublisherWiley
DOIdoi:10.1002/1096-9853(20000810)24:9<739::aid-nag94>3.0.co;2-bSearch in ResearchGate
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Mindat Ref. ID8307089Long-form Identifiermindat:1:5:8307089:3
GUID0
Full ReferenceTang, Xiao-Wu, Onitsuka, Katsutada (2000) Consolidation by vertical drains under time-dependent loading. International Journal for Numerical and Analytical Methods in Geomechanics, 24. 739-751 doi:10.1002/1096-9853(20000810)24:9<739::aid-nag94>3.0.co;2-b
Plain TextTang, Xiao-Wu, Onitsuka, Katsutada (2000) Consolidation by vertical drains under time-dependent loading. International Journal for Numerical and Analytical Methods in Geomechanics, 24. 739-751 doi:10.1002/1096-9853(20000810)24:93.0.co;2-b
In(n.d.) International Journal for Numerical and Analytical Methods in Geomechanics Vol. 24. Wiley

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Tang, Xiao-Wu, Onitsuka, Katsutada (2001) Consolidation of double-layered ground with vertical drains. International Journal for Numerical and Analytical Methods in Geomechanics, 25. 1449-1465 doi:10.1002/nag.191
Yin, Luzhong, Yang, Wei (2000) Topology optimization to prevent tunnel heaves under different stress biaxialities. International Journal for Numerical and Analytical Methods in Geomechanics, 24. 783-792 doi:10.1002/1096-9853(20000810)24:9<783::aid-nag96>3.0.co;2-x
Aleynikov, Sergey M. (2000) Geomechanics and Fluidodynamics With applications to Reservoir Engineering. V. N. Nikolaevskiy, Kluwer, Dordrecht, 1996, 349pp. International Journal for Numerical and Analytical Methods in Geomechanics, 24. 793-794 doi:10.1002/1096-9853(20000810)24:9<793::aid-nag90>3.0.co;2-b
Puzrin, A. M., Burland, J. B. (2000) Kinematic hardening plasticity formulation of small strain behaviour of soils. International Journal for Numerical and Analytical Methods in Geomechanics, 24. 753-781 doi:10.1002/1096-9853(20000810)24:9<753::aid-nag97>3.0.co;2-2
Zhu, Guofu, Yin, Jian-Hau (2000) Finite element consolidation analysis of soils with vertical drain. International Journal for Numerical and Analytical Methods in Geomechanics, 24. 337-366 doi:10.1002/(sici)1096-9853(20000410)24:4<337::aid-nag70>3.0.co;2-b
Varadarajan, A. (2000) Author's reply. International Journal for Numerical and Analytical Methods in Geomechanics, 24. 1104-1105 doi:10.1002/1096-9853(20001210)24:14<1104::aid-nag88>3.0.co;2-s
Justo, J. L., Durand, P. (2000) Erratum to the ?Settlement-time behaviour of granular embankments?International Journal of Numerical and Analytical Methods in Geomechanics, 24:281-303. International Journal for Numerical and Analytical Methods in Geomechanics, 24. 1155-1156 doi:10.1002/1096-9853(20001225)24:15<1155::aid-nag119>3.0.co;2-z
Khan, A. (2000) Numerical modelling of shear socketed piers. International Journal for Numerical and Analytical Methods in Geomechanics, 24. 853-867 doi:10.1002/1096-9853(200009)24:11<853::aid-nag44>3.0.co;2-q
Justo, J. L., Durand, P. (2000) Settlement-time behaviour of granular embankments. International Journal for Numerical and Analytical Methods in Geomechanics, 24. 281-303 doi:10.1002/(sici)1096-9853(200003)24:3<281::aid-nag66>3.0.co;2-s
Wu, Wei (2000) Non-linear analysis of shear band formation in sand. International Journal for Numerical and Analytical Methods in Geomechanics, 24. 245-263 doi:10.1002/(sici)1096-9853(200003)24:3<245::aid-nag52>3.0.co;2-c
Shao, Changming, Desai, Chandra S. (2000) Implementation of DSC model and application for analysis of field pile tests under cyclic loading. International Journal for Numerical and Analytical Methods in Geomechanics, 24. 601-624 doi:10.1002/(sici)1096-9853(200005)24:6<601::aid-nag85>3.0.co;2-3
 
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