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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Credits
Academic consultant: Kevin Knowles and Andrew Schofield (University of Cambridge)
Content development: Kalliope Margaronis and Kevin Knowles
Photography and video: Kalliope Margaronis
Web development: Lianne Sallows and David Brook
This DoITPoMS TLP was funded by the Department of Materials Science and Metallurgy, University of Cambridge.