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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Main Authors: | , , |
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Format: | Article |
Language: | English |
Published: |
2002
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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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http://eprints.um.edu.my/8783/1/Analysis_of_transient_response_of_saturated_porous_elastic.pdfhttp://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