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Two- and three-dimensional soil consolidation by BEM via particular integral

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Keywords: BEM; Global shape functions; Particular integrals; Poroelasticity; Soil consolidation

Document Type: Research Article

DOI: http://dx.doi.org/10.1016/07900629849132

Affiliations: Department of Civil Engineering, State University of New York at Buffalo, 212 Ketter Hall North Campus, Box 604300, 14260-4300 , Buffalo, NY, USA

Publication date: May 10, 2002

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