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Rigid Pavement Design and Rehabilitation Issues
;Partial Contents: Load Transfer Characteristics of Roller-Compacted Concrete Pavement Joints and Cracks; Factors Affecting Joint Efficiency of Roller-Compacted Concrete Pavement Joints and Cracks; Development of Dowel Looseness Prediction Model for Jointed Concrete Pavements; Westergaard-Type Solution for Edge Load Transfer Problem; Curling Stress Equation for Transverse Joint Edge of a Concrete Pavement Slab Based on Finite-Element Method Analysis; Corner Stress Analysis of Jointed Concrete Pavements; Evaluation of AASHTO Rigid Pavement Design Model Using Long-Term Pavement Performance Data Base; Analysis of Current State Rigid Pavement Design Practices in the United States.
Rigid Pavement Design and Rehabilitation Issues
;Partial Contents: Load Transfer Characteristics of Roller-Compacted Concrete Pavement Joints and Cracks; Factors Affecting Joint Efficiency of Roller-Compacted Concrete Pavement Joints and Cracks; Development of Dowel Looseness Prediction Model for Jointed Concrete Pavements; Westergaard-Type Solution for Edge Load Transfer Problem; Curling Stress Equation for Transverse Joint Edge of a Concrete Pavement Slab Based on Finite-Element Method Analysis; Corner Stress Analysis of Jointed Concrete Pavements; Evaluation of AASHTO Rigid Pavement Design Model Using Long-Term Pavement Performance Data Base; Analysis of Current State Rigid Pavement Design Practices in the United States.
Rigid Pavement Design and Rehabilitation Issues
1996
133 pages
Report
No indication
English
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