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
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https://hdl.handle.net/2134/3631

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