Cyclic triaxial tests on clay subgrades for analytical pavement design

To introduce a performance specification, pavement foundations must be designed using analytical methods incorporating the laboratory measured parameters of resilient elastic modulus and resistance to permanent deformation of the subgrade and foundation materials. This paper presents results from a...

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Bibliographic Details
Main Authors: Matthew Frost, Paul Fleming, C.D.F. Rogers
Format: Default Article
Published: 2004
Subjects:
Other built environment and design not elsewhere classified
Resilient stiffness
Repeated load
Triaxial testing
Pavement design
Permanent deformation
Built Environment and Design not elsewhere classified
Online Access:https://hdl.handle.net/2134/3554
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https://hdl.handle.net/2134/3554

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