Pore pressure generation in a saturated sand layer subjected to a cyclic horizontal acceleration at its base

DOI10.1016/0022-5096(85)90002-XzbMath0579.73110MaRDI QIDQ1067493

B. George

Publication date: 1985

Published in: Journal of the Mechanics and Physics of Solids (Search for Journal in Brave)

zbMATH Keywords

differential typesaturated sandcompaction theorycyclic horizontal accelerationdependence on the pore fluid pressureelastic compression relationsmaximum pore pressuressimplified dynamic equationsstraightforward numerical solutionundrained flow

Mathematics Subject Classification ID

Bulk waves in solid mechanics (74J10) Flows in porous media; filtration; seepage (76S05) Soil and rock mechanics (74L10)

Related Items (2)

Compaction and shear settlement of granular materials ⋮ Uni-axial compaction of a granular material

Cites Work

• Non-linear seismic response and liquefaction
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