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Please use this identifier to cite or link to this item: http://repository.iitr.ac.in/handle/123456789/18786
Title: Verification of numerical modeling for nonlinear seismic analysis of a structure considering liquefaction
Authors: Syed N.M.
Maheshwari, Bal Krishna
Published in: Proceedings of Computer Methods and Recent Advances in Geomechanics - Proceedings of 14th Int. Conference of International Association for Computer Methods and Recent Advances in Geomechanics, IACMAG 2014
Abstract: In the present study, verification of numerical modeling for finite element analysis of a building supported on deep foundation passing through liquefiable soil resting on bedrock is considered for the earthquake loading. Nonlinearity of soil in the near-
Citation: Proceedings of Computer Methods and Recent Advances in Geomechanics - Proceedings of 14th Int. Conference of International Association for Computer Methods and Recent Advances in Geomechanics, IACMAG 2014, (2015), 679- 682. Kyoto
URI: https://doi.org/10.1201/b17435-117
http://repository.iitr.ac.in/handle/123456789/18786
Issue Date: 2015
Publisher: Taylor and Francis - Balkema
Keywords: Geomechanics
Numerical models
Plasticity
Pore pressure
Pressure distribution
Soils
Water
Associative plasticity
Consolidation theory
Earthquake loadings
Isotropic hardenings
Nonlinear seismic analysis
Nonlinearity of soils
Pore w
ISBN: 9.78114E+12
Author Scopus IDs: 54977672400
9133580200
Author Affiliations: Syed, N.M., Department of Earthquake Engineering, IIT Roorkee, India
Maheshwari, B.K., Department of Earthquake Engineering, IIT Roorkee, India
Appears in Collections:Conference Publications [EQ]

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