Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/7953
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dc.contributor.authorRahardjo, Hariantoen_US
dc.date.accessioned2008-09-19T01:02:23Z
dc.date.available2008-09-19T01:02:23Z
dc.date.copyright1999en_US
dc.date.issued1999
dc.identifier.urihttp://hdl.handle.net/10356/7953
dc.description.abstractThe effect of typical flux boundary conditions, such as infiltration and evaporation, on pore-water pressures in a slope was investigated through the use of field instrumentation. The effects of infiltration on shear strength, slope stability and soil deformation were studied through the use of laboratory tests, field instrumentation and numerical analyses.en_US
dc.rightsNanyang Technological Universityen_US
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnical
dc.titleFlux boundary conditions for geotechnical problemsen_US
dc.typeResearch Reporten_US
dc.contributor.schoolSchool of Civil and Structural Engineeringen_US
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Appears in Collections:CEE Research Reports (Staff & Graduate Students)
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