A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Effect of Y-Cracking on CRCP Performance
This document is an update of the progress of the research on ODOT project 2230 Effect of Y-cracking on CRCP Performance (PS-14). This report summarizes the work that was completed at Oklahoma State University between October 1st, 2010 and September 30th, 2011. The focus of this project is to determine if a correlation exists between Y-cracking and the subsequent performance of continuously reinforced concrete pavements (CRCP) in Oklahoma. Work will also be done to correlate the y-cracking and design and construction variables.
Effect of Y-Cracking on CRCP Performance
This document is an update of the progress of the research on ODOT project 2230 Effect of Y-cracking on CRCP Performance (PS-14). This report summarizes the work that was completed at Oklahoma State University between October 1st, 2010 and September 30th, 2011. The focus of this project is to determine if a correlation exists between Y-cracking and the subsequent performance of continuously reinforced concrete pavements (CRCP) in Oklahoma. Work will also be done to correlate the y-cracking and design and construction variables.
Effect of Y-Cracking on CRCP Performance
J. Bowman (author) / T. Ley (author) / S. Woestman (author) / K. Riding (author) / W. Nyberg (author)
2011
88 pages
Report
No indication
English
Horizontal Cracking Mechanism in CRCP
| NTIS | 2009
Prediction of CRCP Terminal Movements
| British Library Conference Proceedings | 1993
Develop Mechanistic-Empirical Design for CRCP
| NTIS | 2011
Monitoring Program for CRCP Highway Pavement: Interim Performance Evaluation
| British Library Conference Proceedings | 2001
Effect of Coarse-Aggregate Type on CRCP Thickness
| NTIS | 1983