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Continuously Reinforced Concrete Pavement

Continuously Reinforced Concrete Pavement
Author: National Research Council (U.S.). Highway Research Board
Publisher:
Total Pages: 40
Release: 1973
Genre: Pavements, Reinforced concrete
ISBN:

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"This report should be of special interest to design, materials, fundation, and construction engineers responsible for continuously reinforced concrete pavements."--Avant-propos.


The Rigid Pavement Database

The Rigid Pavement Database
Author: Terry Dossey
Publisher:
Total Pages: 62
Release: 1998
Genre: Pavements
ISBN:

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The rigid pavement (RP) database contains historical distress data obtained from more than 400 continuously reinforced concrete pavements (CRCP) and jointed concrete pavements (JCP) across the state of Texas. Data collection efforts began in 1974 and have been undertaken periodically up to the present. The database contents include such performance-related variables as punchouts, patches, spalling, ride score, crack spacing, and deflection basins, as well as such inventory variables as location, design thickness, coarse aggregate type, climate, soil characteristics, date of construction, and overlay status. Taken as a whole, the RP database comprises a unique asset for empirical investigation of factors affecting long-term pavement performance in Texas.


Rigid Pavement Performance Data

Rigid Pavement Performance Data
Author: James Ray Lundy
Publisher:
Total Pages: 120
Release: 1993
Genre: Pavements
ISBN:

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Incorporating Slab/Underlying Layer Interaction Into the Concrete Pavement Analysis Procedures

Incorporating Slab/Underlying Layer Interaction Into the Concrete Pavement Analysis Procedures
Author:
Publisher:
Total Pages: 270
Release: 2017
Genre: Concrete slabs
ISBN:

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The research project investigated the interaction between the concrete slab and base layer in jointed plain concrete pavements (JPCP) and continuously reinforced concrete pavements (CRCP). The research study performed the following: 1. Reviewed literature characterizing the interaction between the slab and base layer; 2. Identified factors that influence slab-base behavior and pavement performance using full-scale pavement data and analysis methods; 3. Evaluated the AASHTO mechanistic empirical (M-E) models for JPCP and CRCP performance and structural friction models for slab base interaction; and 4. Investigated alternative models and modifications for the AASHTO M through E procedure to better account for the effects of slab base interaction on pavement performance.