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Theoretical analysis of dynamic pressure propagation in the pore fluids of soils

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dc.contributor.authorFead, J. W., author
dc.contributor.authorU.S. Naval Civil Engineering Laboratory, publisher
dc.date.accessioned2019-09-17T15:18:58Z
dc.date.available2019-09-17T15:18:58Z
dc.date.issued1965-10
dc.descriptionCER65JWF43.
dc.descriptionOctober 1965.
dc.descriptionIncludes bibliographical references (pages 19-22).
dc.descriptionTechnical Note N-776.
dc.descriptionProject No. Y-F008-08-03-402.
dc.description.abstractA study has been made of the propagation of pressure waves through the pore fluid of a soil. Dry, saturated, and partially saturated cases are considered for chesive and cohesionless soils. Tentative recommendations are made concerning assumptions to be made and methods to be used in predicting the pore pressures resulting from impulsive loadings.
dc.format.mediumtechnical reports
dc.identifier.urihttps://hdl.handle.net/10217/197880
dc.languageEnglish
dc.language.isoeng
dc.publisherColorado State University. Libraries
dc.relationCatalog record number (MMS ID): 991012679559703361
dc.relation.ispartofCivil Engineering Reports
dc.relation.ispartofCER, 65-43
dc.rightsCopyright and other restrictions may apply. User is responsible for compliance with all applicable laws. For information about copyright law, please see https://libguides.colostate.edu/copyright.
dc.subjectSoil mechanics
dc.subjectPressure
dc.titleTheoretical analysis of dynamic pressure propagation in the pore fluids of soils
dc.typeText
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