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
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Before you start
There are no special prerequisites for this TLP, although there is a link to the TLP on Stress Analysis and Mohr's Circle in which the Coulomb yield criterion (also known as the Mohr-Coulomb criterion) is discussed.