Resilient Properties of Unbound Road Materials during Seasonal Frost Conditions

During recent decades, a considerable amount of research has been devoted to the resilient properties of unbound road materials. However, the severe effects of cold region climates on resilient behavior have been less exhaustibly investigated. In this study, the results from extensive resilient modu...

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Bibliographic Details
Published in:Journal of cold regions engineering 2002-03, Vol.16 (1), p.28-50
Main Authors: Simonsen, Erik, Janoo, Vincent C, Isacsson, Ulf
Format: Article
Language:English
Subjects:
Applied sciences
Buildings. Public works
Exact sciences and technology
Road test: methods, equipments and results
TECHNICAL PAPERS
Transportation infrastructure
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Summary:During recent decades, a considerable amount of research has been devoted to the resilient properties of unbound road materials. However, the severe effects of cold region climates on resilient behavior have been less exhaustibly investigated. In this study, the results from extensive resilient modulus laboratory tests during full freeze-thaw cycling are presented. Various coarse and fine-grained subgrade soils were tested at selected temperatures from room temperature down to −10°C and back to room temperature. The soils are frozen and thawed inside a triaxial cell, thus eliminating external disturbances due to handling. The results indicate that all the soils exhibited a substantially reduced resilient modulus after the freeze-thaw cycle. A significant hysteresis for the clay soil in warming and cooling was also observed. This paper presents equations for different conditions. The equations may be used for selecting the appropriate resilient modulus value in current and future evaluation and design methods.
ISSN:0887-381X
1943-5495
DOI:10.1061/(ASCE)0887-381X(2002)16:1(28)