dc.contributor.authorRao, R. Rama
dc.contributor.authorRahardjo, Harianto
dc.contributor.authorFredlund, Delwyn G.
dc.date.accessioned2011-12-07T03:57:52Z
dc.date.available2011-12-07T03:57:52Z
dc.date.copyright1989en_US
dc.date.issued1989
dc.identifier.urihttp://hdl.handle.net/10220/7342
dc.description.abstractDuring the past decade, the theory for heave prediction has developed within the context of unsaturated soil behavior and has become a valuable tool for geotechnical practice. The laboratory procedures for testing expansive soils have also been essentially standardized. The heave prediction theory is briefly reviewed in this paper, and the importance of sampling disturbance is emphasized. Closed‐form solutions are presented for several possible situations that can be applied to engineering practice. In all cases, the soil deposit is assumed to be homogeneous, and the swelling pressure is assumed to be constant with depth.
dc.language.isoenen_US
dc.relation.ispartofseriesJournal of geotechnical and geoenvironmental engineeringen_US
dc.rights© 1989 ASCEen_US
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnical
dc.titleClosure to “closed-form heave solutions for expansive soils”en_US
dc.typeJournal Article
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.identifier.doihttp://dx.doi.org/10.1061/(ASCE)0733-9410(1989)115:12(1822)
dc.description.versionAccepted versionen_US


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