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Banimahd, M., Woodward, P. K. (2006) Load-displacement and bearing capacity of foundations on granular soils using a multi-surface kinematic constitutive soil model. International Journal for Numerical and Analytical Methods in Geomechanics, 30. 865-886 doi:10.1002/nag.502

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Reference TypeJournal (article/letter/editorial)
TitleLoad-displacement and bearing capacity of foundations on granular soils using a multi-surface kinematic constitutive soil model
JournalInternational Journal for Numerical and Analytical Methods in Geomechanics
AuthorsBanimahd, M.Author
Woodward, P. K.Author
Year2006 (August 15)Volume30
PublisherWiley
DOIdoi:10.1002/nag.502Search in ResearchGate
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Mindat Ref. ID8307985Long-form Identifiermindat:1:5:8307985:8
GUID0
Full ReferenceBanimahd, M., Woodward, P. K. (2006) Load-displacement and bearing capacity of foundations on granular soils using a multi-surface kinematic constitutive soil model. International Journal for Numerical and Analytical Methods in Geomechanics, 30. 865-886 doi:10.1002/nag.502
Plain TextBanimahd, M., Woodward, P. K. (2006) Load-displacement and bearing capacity of foundations on granular soils using a multi-surface kinematic constitutive soil model. International Journal for Numerical and Analytical Methods in Geomechanics, 30. 865-886 doi:10.1002/nag.502
In(n.d.) International Journal for Numerical and Analytical Methods in Geomechanics Vol. 30. Wiley

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Woodward, P. K., Molenkamp, F. (1999) Application of an advanced multi-surface kinematic constitutive soil model. International Journal for Numerical and Analytical Methods in Geomechanics, 23. 1995-2043 doi:10.1002/(sici)1096-9853(19991225)23:15<1995::aid-nag47>3.0.co;2-u
Azami, A., Pietruszczak, S., Guo, P. (2009) Bearing capacity of shallow foundations in transversely isotropic granular media. International Journal for Numerical and Analytical Methods in Geomechanics, 34. 771-793 doi:10.1002/nag.827
Verde, A., Ghassemi, A. (2016) Large-scale poroelastic fractured reservoirs modeling using the fast multipole displacement discontinuity method. International Journal for Numerical and Analytical Methods in Geomechanics, 40. 865-886 doi:10.1002/nag.2430
Barros, P. L. A. (2006) Impedances of rigid cylindrical foundations embedded in transversely isotropic soils. International Journal for Numerical and Analytical Methods in Geomechanics, 30. 683-702 doi:10.1002/nag.496
Russell, A.R., Khalili, N. (2006) A unified bounding surface plasticity model for unsaturated soils. International Journal for Numerical and Analytical Methods in Geomechanics, 30. 181-212 doi:10.1002/nag.475
Hsieh, P. C. (2006) A viscoelastic model for the dynamic response of soils to periodical surface water disturbance. International Journal for Numerical and Analytical Methods in Geomechanics, 30. 1201-1212 doi:10.1002/nag.519
Fang, Chung, Wang, Yongqi, Hutter, Kolumban (2006) Shearing flows of a dry granular material—hypoplastic constitutive theory and numerical simulations. International Journal for Numerical and Analytical Methods in Geomechanics, 30. 1409-1437 doi:10.1002/nag.525
Keshavarz, Amin, Kumar, Jyant (2018) Bearing capacity of foundations on rock mass using the method of characteristics. International Journal for Numerical and Analytical Methods in Geomechanics, 42. 542-557 doi:10.1002/nag.2754
Jiang, M. J., Yu, H.-S., Harris, D. (2006) Discrete element modelling of deep penetration in granular soils. International Journal for Numerical and Analytical Methods in Geomechanics, 30. 335-361 doi:10.1002/nag.473
Kumar, Jyant, Khatri, Vishwas N. (2011) Bearing capacity factors of circular foundations for a general c-Ï• soil using lower bound finite elements limit analysis. International Journal for Numerical and Analytical Methods in Geomechanics, 35. 393-405 doi:10.1002/nag.900
Rouainia, M., Muir Wood, D. (2001) Implicit numerical integration for a kinematic hardening soil plasticity model. International Journal for Numerical and Analytical Methods in Geomechanics, 25. 1305-1325 doi:10.1002/nag.179
 
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