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Numerical modelling for crushed rock layer thickness of highway embankments in permafrost regions of the Qinghai–Tibet Plateau

Geotechnical EngineeringQinghai–tibet PlateauEngineeringRock SlopeGeotechnical ProblemCivil EngineeringGeographyGeomechanicsEmbankment DamHighway EmbankmentsEngineering GeologyNumerical ModellingEarth ScienceTibetan Plateau