Granular Materials
AimsBefore you startIntroductionTerzaghi's effective stress principleGround settlement and centrifuge modelling experimentsAngle of reposePrinciple of normalityYielding of disturbed saturated soils in triaxial stress testsOriginal Cam-Clay modelLiquefactionWet sand drying underfootSummaryQuestionsGoing furtherTLP creditsTLP contentsShow all contentViewing and downloading resourcesAbout the TLPsTerms of useFeedbackCredits Print this page