Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/9326
Full metadata record
DC FieldValueLanguage
dc.contributorUnited States. Federal Aviation Administration.-
dc.contributorUnited States. Federal Highway Administration.-
dc.contributor.authorJohnson, T. C. (Thaddeus C.)-
dc.contributor.authorBentley, D. L.-
dc.contributor.authorCole, David M.-
dc.date.accessioned2016-06-20T13:41:19Z-
dc.date.available2016-06-20T13:41:19Z-
dc.date.issued1986-10-
dc.identifier.urihttp://hdl.handle.net/11681/9326-
dc.descriptionCRREL Report-
dc.descriptionAbstract: Stress-deformation data for six granular soils ranging from sandy silt to dense-graded crushed stone were obtained from in-situ tests and laboratory tests. Surface deflections were measured in the in-situ tests, with repeated-load plate-bearing and falling-weight deflectometer equipment, when the six granular soils were frozen, thawed, and at various stages of recovery from thaw weakening. The measured deflections were used to judge the validity of procedures developed for laboratory triaxial tests to determine nonlinear resilient moduli of specimens in the frozen, thawed, and recovering states. The validity of the nonlinear resilient moduli, expressed as functions of externally applied stress and moisture tension, was confirmed by using the expressions to calculate surface deflections that were found to compare well with deflections measured in the in-situ tests. The tests on specimens at various stages of recovery are especially significant because they show a strong dependence of the resilient modulus on moisture tension, leading to the conclusion that predictions or in-situ measurements of moisture tension can be used to evaluate expected seasonal variation in the resilient modulus of granular soils.-
dc.publisherCold Regions Research and Engineering Laboratory (U.S.)-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relationhttp://acwc.sdp.sirsi.net/client/en_US/search/asset/1024840-
dc.relation.ispartofseriesCRREL report ; 86-12.-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans of the Print Resource-
dc.subjectAsphalt concrete-
dc.subjectElastic layered system analysis-
dc.subjectFalling weight deflectometer tests-
dc.subjectFrost action-
dc.subjectFrost penetration-
dc.subjectFrost heave-
dc.subjectFrost heaving-
dc.subjectPavements-
dc.subjectGranular soil-
dc.subjectMoisture tension-
dc.subjectNonlinear materials characterizations-
dc.subjectPavement design-
dc.subjectRepeated load plate-bearing tests-
dc.subjectRepeated load triaxial tests-
dc.subjectResilient modulus-
dc.subjectSeasonal change in modulus-
dc.subjectThaw weaking-
dc.subjectPavement bases-
dc.subjectBase coureses-
dc.subjectUnbound base course-
dc.subjectRunways-
dc.subjectRoads-
dc.titleResilient modulus of freeze-thaw affected granular soils for pavement design and evaluation. Part 2, Field validation tests at Winchendon, Massachusetts, test sections-
dc.typeDOCUMENT-
Appears in Collections:CRREL Report

Files in This Item:
File Description SizeFormat 
CR-86-12.pdf8.35 MBAdobe PDFThumbnail
View/Open