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SUMMARY
Theworkpresentstheissueofuniformly-gradedsandsresistancetofailureand
deformationsduetoseepage.
Characteristicofsoilatthelevelofgrainandparticleproperties,thestruc-
turetheycreateandthefeaturesthatcharacterizethemaredescribedinChap-
ter2.Propertiesoftheliquid,conditionsofitsowthroughtheporousmedium,
aswellassoilpermeablepropertiesandfactorsthatformthemarediscussed
inChapter3.InChapter4,specialattentionispaidtotheproblemofpermeating
liquidinuenceonsoilgrainsandparticlesanditsentirevolumes.Theseepage
forceisanalyzedinrelationtootherforcesactinginthesoil.Typesofdeforma-
tionsduetoseepage,occurringinnon-cohesivesoils,aswellastheconditions
oftheirformationandmechanismsoftheircourse,arediscussedinChapter5.
Chapter6denesfactorsthatdeterminesoilfailureaversionduetoseepage
andtheconditionsforitslossaswellasitjustiesthechoiceofownresearch
subject.
Theresultsoftestsoffailureduetoseepageofuniformly-gradedsandsinthin
sublayersareincludedinChapter7.Theoriginalityofthesestudiesisindicated.
Workcomplementaritywiththeresultsofsoilresistancetofailureduetoseepage
research,publishedinnationalandinternationalliterature,isunderlined.Atten-
tionwaspaidtotheutilitariannatureoftheresearchanditsresults.
Ownanalysisofthefactorsformingtheresistancetosoilfailureduetoseepage
andtheassessmentcriteriaforitsaversionarepresentedinthework.Thesuscep-
tibilityfactors,thecriticalhydraulicloadfactorsandthecriticalstresscriterion
areincludedinChapters8,9and10,respectively.Thesusceptibilitycriterion
considersthecharacteristicofgrainsandparticlesaswellasthesoilstructure,
andtheirparticipationtosoilsusceptibilitytotheoccurrenceofdeformationsdue
toseepage.Thehydrauliccriterionisdiscussedintermsoftwohydrauliccondi-
tions,denedbyhydraulicgradientsandowvelocities,permissibleandcritical,
withtheconsiderationofthesceneandthedirectionofow.Theroleofstress
statechangeandfactorscausingthesechangesareincludedinthestresscriterion.
Chapter11focusesonananalysisoffactorsparticipationinformingtheresistance
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