Axisymmetric fundamental solutions for a completely saturated porous elastic solid

DOI10.1016/0020-7225(88)90002-XzbMath0634.73111OpenAlexW1990434732MaRDI QIDQ1097106

R. K. N. D. Rajapakse, U. G. A. Puswewala

Publication date: 1988

Published in: International Journal of Engineering Science (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0020-7225(88)90002-x

zbMATH Keywords

Laplace transformboundary-value problemsboundary integral equation methodinfinite domainshalf spaceGeneral solutionsHankel integral transformsaxisymmetric fundamental solutionsfull space regionsfully saturated poroelastic solidporoelastic semi-infiniteunit buried ring flow sourceunit buried ring loads

Mathematics Subject Classification ID

Numerical methods for integral equations (65R20) Flows in porous media; filtration; seepage (76S05) Soil and rock mechanics (74L10)

Related Items

Reflection-transmission matrix model for the axisymmetric deformation of a layered transversely isotropic saturated soil

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