A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Low Temperature Transverse Cracking of Asphalt Concrete Pavements in Central and West Texas
An evaluation of the relation between asphalt hardening, thermal forces and pavement cracking in Texas is made. Thermally induced cracking of hardened pavements is found to be a potential failure mechanism in West and Central Texas. Factors affecting asphalt hardening susceptibility are studied. The form of a generalized model for predicting hardening of asphalt as a function of time is proposed. Recommendations regarding the type of asphalt to be used in West and Central Texas are made.
Low Temperature Transverse Cracking of Asphalt Concrete Pavements in Central and West Texas
An evaluation of the relation between asphalt hardening, thermal forces and pavement cracking in Texas is made. Thermally induced cracking of hardened pavements is found to be a potential failure mechanism in West and Central Texas. Factors affecting asphalt hardening susceptibility are studied. The form of a generalized model for predicting hardening of asphalt as a function of time is proposed. Recommendations regarding the type of asphalt to be used in West and Central Texas are made.
Low Temperature Transverse Cracking of Asphalt Concrete Pavements in Central and West Texas
P. E. Benson (author)
1976
72 pages
Report
No indication
English
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