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LABORATORY TESTING OF CRACK SEALING MATERIALS FOR FLEXIBLE PAVEMENTS
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Stress relaxation after a nonsteady uniaxial extension with finite strain of crack sealants is studied at low temperatures. The integral constitutive model is used and the first normal stress difference, obtained experimentally, is modelled. It was found that the stretched exponential relaxation occurs in the tested materials. The stress growth and the stress relaxation in the tested materials are very well described by the discussed model which contains only a small number of parameters.
Materials and Structures – Springer Journals
Published: Aug 7, 2006
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