Determination of shear strength values for granular backfill material used by the Wisconsin Department of Transportation

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dc.contributor.authorEdil, Tuncer
dc.contributor.authorBareither, Christopher A.
dc.contributor.authorBenson, Craig H.
dc.date.accessioned2011-08-02T17:44:34Z
dc.date.available2011-08-02T17:44:34Z
dc.date.issued2007-08
dc.description151 p.en
dc.description.abstractThis study will determine the correlation of various properties and conditions to the friction angle values. Investigation will also determine the variation in these values and recommend allowable design values for the various materials commonly used for backfill for walls and reinforced slopes.en
dc.identifier.otherTRID: 01076690en
dc.identifier.otherOCLC: 170622964en
dc.identifier.urihttp://digital.library.wisc.edu/1793/53951
dc.publisherWisconsin Highway Research Programen
dc.relation.ispartofseriesWHRP;07-09
dc.subjectFrictionen
dc.subjectSandstonesen
dc.subjectTrench backfillen
dc.subjectEarth wallsen
dc.subjectShear strainen
dc.subjectEngineering geologyen
dc.subjectShear strengthen
dc.subjectGranular soilsen
dc.subjectGrain size (Geology)en
dc.titleDetermination of shear strength values for granular backfill material used by the Wisconsin Department of Transportationen
dc.typeTechnical Reporten

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