Analysis of transient response of saturated porous elastic soil under cyclic loading using element-free Galerkin method

Analysis of transient response of saturated porous elastic soil under cyclic loading using element-free Galerkin method

10.1016/S0020-7683(02)00497-3

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Bibliographic Details
Main Authors: Karim, M.R., Nogami, T., Wang, J.G.
Other Authors: CIVIL ENGINEERING
Format: Article
Published: 2014
Subjects:
Cyclic loading
Element-free Galerkin method
Lagrange multiplier
Moving least-square approximants
Periodic boundary
Pore water pressure
Online Access:http://scholarbank.nus.edu.sg/handle/10635/65147
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Institution: National University of Singapore

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http://scholarbank.nus.edu.sg/handle/10635/65147

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