dc.contributor.authorWong, J. C.
dc.contributor.authorRahardjo, Harianto
dc.contributor.authorToll, David G.
dc.contributor.authorLeong, Eng Choon
dc.date.accessioned2011-12-09T06:42:20Z
dc.date.available2011-12-09T06:42:20Z
dc.date.copyright2001en_US
dc.date.issued2001
dc.identifier.citationWong, J. C., Rahardjo, H., Toll, D. G., & Leong, E. C. (2001). Modified Triaxial Apparatus for Shearing-Infiltration Test. Geotechnical Testing Journal, 24(4), 370-380.en_US
dc.identifier.urihttp://hdl.handle.net/10220/7384
dc.description.abstractA triaxial apparatus was modified and developed for performing shearing-infiltration tests under saturated and unsaturated conditions. Miniature pore-water pressure transducers were installed at different heights of the soil specimen for pore-water pressure measurement. Two different types of miniature pressure transducers were used, and problems associated with the transducers are discussed. Ancillary works and equipment to install the miniature transducers onto the soil specimen are also discussed. The measurement of air entry value of the small disk in the transducer was found to be very difficult. The results show that the soil specimen failed during infiltration due to increase in pore-water pressure or decrease in matric suction.en_US
dc.language.isoenen_US
dc.relation.ispartofseriesGeotechnical testing journalen_US
dc.rights© 2001 ASTMen_US
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnical
dc.titleModified triaxial apparatus for shearing-infiltration testen_US
dc.typeJournal Article
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.identifier.doihttp://dx.doi.org/10.1520/GTJ11134J
dc.description.versionAccepted versionen_US


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