Characterization of Cementitiously Stabilized Layers for Use in Pavement Design and Analysis (2014) / Chapter Skim
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4C H A P T E R 2 This chapter summarizes the findings from the literature review regarding the distresses of asphalt and concrete pavements built with CSL and the properties of CSM that contribute to these distresses (details are provided in Appendix A)
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5 due to tensile stress/strain and then propagate upwards. The fatigue of CSL leads to a decrease in the modulus values of the CSL thereby increasing the tensile strain at the bottom of the HMA layer and causing fatigue cracking in the HMA layer.
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6CSL Property Pavement Distress Stiffness/ Modulus Strength Durability (freeze–thaw, wet–dry) Fatigue Resistance Erodibility Resistance Shrinkage Resistance Swell Resistance Rutting in Asphalt Layer (+)
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