Results 211 to 220 of about 481 (255)

Behavior and Performance of Continuously Reinforced Concrete Pavement

Proceedings of the International Conference on Concrete Pavements
Continuously reinforced concrete pavement (CRCP) allows the concrete to form cracks to relieve stresses resulting from temperature and moisture variations. The cracks are held tight by longitudinal reinforcement. CRCP performance has been quite satisfactory in Texas and the Texas Department of Transportation (TxDOT) made it a policy to use CRCP when a ...
Moon C. Won, Seongcheol Choi, Jeonghee Nam   +2 more
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Mechanistic Modeling of Continuously Reinforced Concrete Pavement

ACI Structural Journal, 2003
The use of continuously reinforced concrete pavement (CRCP) has increased in recent years in urban areas of Texas because CRCP provides a long-lasting pavement requiring little maintenance. A computer program, known as CRCP-10, has been developed using finite element formulations, transformed field domain analysis, and probability theories to analyze ...
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Reliability Assessment of Continuously Reinforced Concrete Pavements

Journal of Transportation Engineering, 1994
This paper describes a reliability model developed for continuously reinforced concrete pavements (CRCPs) for the Texas Department of Transportation. The model predicts the probability that a CRCP section with a certain amount of distress manifestations will last at least a certain number of equivalent‐single‐axle‐load (ESAL) applications.
Angela J. Weissmann, B. Frank McCullough, W. Ronald Hudson   +2 more
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Bonded continuously reinforced concrete overlay on jointed concrete pavement

Canadian Journal of Civil Engineering, 2014
A cost-effective strategy is needed to remedy the decaying jointed concrete pavements (JCP). The distress problems continue to cause poor ride quality and continued expense and delay to the traveling public. To explore the bonded concrete overlay (BCO), a half mile section was constructed with a 178 mm continuously reinforced concrete (CRC) overlay ...
Dar Hao Chen, Feng Hong
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PERFORMANCE OF CONTINUOUSLY REINFORCED CONCRETE PAVEMENTS IN INDIANA

Proceedings of the International Conference on Concrete Pavements
Continuously reinforced concrete pavements (CRCP) represent a relatively recent development in concrete pavement technology. Their widespread use in recent years has met with mixed success. This study reports the findings of a detailed field investigation of in-service CRC pavements in Indiana.
Asif Faiz, Eldon J. Yoder
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BELGIAN EXPERIENCE WITH CONTINUOUSlY REINFORCED CONCRETE PAVEMENTS

Proceedings of the International Conference on Concrete Pavements
This document on Belgian reinforced concrete pavement details the nation's advancements and challenges in highway construction. Belgium has prioritized continuous reinforced concrete pavements due to advantages like minimal transverse joints, durability, and reduced maintenance costs. Key points: 1.
Y. DeChamps, R. DePaepe, P. Dutron
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PERFORMANCE OF CONTINUOUSLY REINFORCED CONCRETE PAVEMENTS IN THE LTPP PROGRAM

Proceedings of the International Conference on Concrete Pavements, 2001
Since the 1960’s, thousands of miles of continuously reinforced concrete pavements (CRCP) have been built in the U.S. These pavements have typically provided 20 or more years of service life without requiring major rehabilitation. Design procedures of CRCP have evolved over time.
Shiraz D. Tayabji, Chung L. Wu, Mike Plei   +2 more
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Crack Width Measurements in Continuously Reinforced Concrete Pavements

Journal of Transportation Engineering, 2005
Crack width is a key pavement performance parameter in continuously reinforced concrete pavements (CRCP) because it controls the shear transfer between adjacent slabs. Several full-scale experimental sections were instrumented and tested to determine the crack width (CW) by means of observing variation in crack closing caused by combined load and ...
Erwin R. Kohler, Jeffery R. Roesler
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Cracking Characteristics of Model Continuously Reinforced Concrete Pavements

Transportation Research Record: Journal of the Transportation Research Board, 1998
An experimental program was conducted in the laboratory to predict the behavior of model continuously reinforced concrete (CRC) slabs in tension. A tensile loading arrangement was devised using a Universal Testing Machine for this purpose. Model concrete slabs were cast for two types of reinforcement arrangements: a regular grid pattern, and an ...
MD. Emtazul Haque, Musharraf Zaman, Alan A. Soltani   +2 more
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Continuously Reinforced Concrete Pavement Terminal Design

Proceedings of the International Conference on Concrete Pavements
In rigid pavement design the word “terminal” is used to describe the termination of a concrete pavement abutting other “structures” such as a flexible pavement, a bridge abutment, or another concrete pavement where structural continuity is impractical or undesirable.
Anna-Carin Brink, Geoff Ayton
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