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Development of the piezovane for estimating liquefaction potential of saturated sands

dc.contributor.authorButler, Leo Wm., author
dc.contributor.authorCharlie, Wayne A., advisor
dc.contributor.authorSiller, Thomas J., committee member
dc.contributor.authorDoehring, Donald O., committee member
dc.date.accessioned2025-03-12T13:37:50Z
dc.date.available2025-03-12T13:37:50Z
dc.date.issued1994
dc.descriptionCovers not scanned.
dc.description.abstractThe Piezovane was developed for determining in situ liquefaction potential of saturated sands by measuring the porewater pressure response oi saturated sand during and after shearing of the soil. A negative porewater pressure response is an indication that the material is in a dense (dilative) state; therefore is not susceptible to liquefaction failure. Positive porewater pressure response is an indication that the sand is in a loose (contractive) state and is susceptible to liquefaction-type failure. This project included design, fabrication of the Piezovane apparatus and the calibration chamber for the initial laboratory testing. Sands were placed within the calibration chamber at densities greater than or less than densities at the steady state which had been developed by using CU triaxial and CD direct shear tests. Trends indicate that the Piezovane testing can predict contractive or dilative behavior of soils. Additional testing both in the laboratory and in the field is required to determine whether these measured porewater pressure responses and measured shear resistances provide parameters needed for evaluating liquefaction potential and their possible use for design. A patent for the Piezovane has been awarded.
dc.format.mediummasters theses
dc.identifier.urihttps://hdl.handle.net/10217/240123
dc.languageEnglish
dc.language.isoeng
dc.publisherColorado State University. Libraries
dc.relationCatalog record number (MMS ID): 991024261759703361; TA710.B76 1994
dc.relation.ispartof1980-1999
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 liquefaction
dc.subjectSoil mechanics
dc.titleDevelopment of the piezovane for estimating liquefaction potential of saturated sands
dc.typeText
dc.typeStillImage
dcterms.rights.dplaThis Item is protected by copyright and/or related rights (https://rightsstatements.org/vocab/InC/1.0/). You are free to use this Item in any way that is permitted by the copyright and related rights legislation that applies to your use. For other uses you need to obtain permission from the rights-holder(s).
thesis.degree.disciplineCivil Engineering
thesis.degree.grantorColorado State University
thesis.degree.levelMasters
thesis.degree.nameMaster of Science (M.S.)

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