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Threshold stress and asymptotic stiffness of UK clays in the repeated load triaxial test.

Recent research at Loughborough University has produced a draft performance specification for pavement foundations. To assess the performance parameters of stiffness and resistance to permanent deformation of the subgrade, an extensive series of repeated load triaxial tests has been performed on a r...

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Bibliographic Details
Main Authors:	Matthew W. Frost, Paul Fleming, C.D.F. Rogers
Format:	Default Text
Published:	2002
Subjects:	Other built environment and design not elsewhere classified Stiffness Permanent deformation Repeated load triaxial Test Resilient modulus Performance specification Pavement foundation design Built Environment and Design not elsewhere classified
Online Access:	https://hdl.handle.net/2134/3631
Tags:	Add Tag No Tags, Be the first to tag this record!

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