Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Pavement Management 2013, Volume 3 Transportation Research Record: Journal of the Transportation Research Board, No. 2368
This document consists of 14 pages that explore long-lasting perpetual asphalt pavements; a global sensitivity analysis of mechanisticempirical performance predictions for flexible pavements; a framework for determining load equivalencies; mitigation of rutting in asphalt overlays of concrete pavements; top-down cracking of asphalt pavements in North Carolina; and an assessment of fatigue cracking in flexible pavements. This issue of the TRR also examines the combined effect of three-dimensional contact load and thermal gradients on the cracking performance of heavy-duty asphalt pavements; the development of a full-scale reflective cracking test; the performance of prediction models for cracked, seated, and overlaid concrete pavements; improvements is full-depth repair practices for distresses in continuously reinforced concrete pavement; responses and performance of stabilized full-depth reclaimed pavements; available mechanisticempirical procedures for reflective cracking in asphalt overlays of concrete pavements; a refined failure mode for thin and ultrathin whitetopping; and revised design procedures for thin and ultrathin bonded whitetopping.
Pavement Management 2013, Volume 3 Transportation Research Record: Journal of the Transportation Research Board, No. 2368
This document consists of 14 pages that explore long-lasting perpetual asphalt pavements; a global sensitivity analysis of mechanisticempirical performance predictions for flexible pavements; a framework for determining load equivalencies; mitigation of rutting in asphalt overlays of concrete pavements; top-down cracking of asphalt pavements in North Carolina; and an assessment of fatigue cracking in flexible pavements. This issue of the TRR also examines the combined effect of three-dimensional contact load and thermal gradients on the cracking performance of heavy-duty asphalt pavements; the development of a full-scale reflective cracking test; the performance of prediction models for cracked, seated, and overlaid concrete pavements; improvements is full-depth repair practices for distresses in continuously reinforced concrete pavement; responses and performance of stabilized full-depth reclaimed pavements; available mechanisticempirical procedures for reflective cracking in asphalt overlays of concrete pavements; a refined failure mode for thin and ultrathin whitetopping; and revised design procedures for thin and ultrathin bonded whitetopping.
Pavement Management 2013, Volume 3 Transportation Research Record: Journal of the Transportation Research Board, No. 2368
2013
166 pages
Report
Keine Angabe
Englisch
Road Transportation , Transportation Safety , Highway Engineering , Civil Engineering , Construction Equipment, Materials, & Supplies , Construction Management & Techniques , Construction Materials, Components, & Equipment , Transportation & Traffic Planning , Transportation , Transportation planning , Pavements , Highway design , Concrete assessment , Work zones , Safety , Roads , Fatigue pavement , Performance , Flexible pavement , Asphalt , Embedded sensor , Granular materials