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

A two-dimensional numerical procedure is presented to analyse the transient response of saturated porous elastic soil layer under cyclic loading. The procedure is based on the element-free Galerkin method and incorporated into the periodic conditions (temporal and spatial periodicity). Its shape fun...

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Bibliographic Details
Main Authors: Karim, M.R., Nogami, T., Wang, J.G.
Format: Article
Language:English
Published: 2002
Subjects:
Online Access:http://eprints.um.edu.my/8783/1/Analysis_of_transient_response_of_saturated_porous_elastic.pdf
http://eprints.um.edu.my/8783/
http://www.scopus.com/inward/record.url?eid=2-s2.0-0036909207&partnerID=40&md5=cddbe2df08ed377195112e71a6582599 http://www.sciencedirect.com/science/article/pii/S0020768302004973
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