Chapter
Jul 21, 2014
Design Method of Asphalt Pavement with Roller Compacted Concrete Base
Publication: Design, Analysis, and Asphalt Material Characterization for Road and Airfield Pavements
Abstract
Through analyzing the characteristics of asphalt pavement structure with roller compacted concrete (RCC) base, the control indexes and design framework of the structure were put forward. To simplify the stress calculation during structural design, a 3-D finite element(FE) model was established for this structure, and the critical load position (CLP) of the RCC plate was found located in the transverse cutting joints. The stress in CLP of RCC plate were calculated under different parameter combinations, and the nomographs of stress at the bottom of RCC layer with different thickness of AC layer were made according to the calculation results. The temperature stresses in CLP of RCC were calculated using FEM, and the calculation formula of thermal stress and thermal stress coefficient, Cx, were established.
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Published online: Jul 21, 2014
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ASCE Technical Topics:
- Asphalt concrete
- Asphalt pavements
- Compaction (material)
- Composite materials
- Concrete
- Concrete pavements
- Design (by type)
- Engineering fundamentals
- Engineering materials (by type)
- Fiber reinforced composites
- Finite element method
- Highway and road design
- Infrastructure
- Materials characterization
- Materials engineering
- Methodology (by type)
- Numerical methods
- Pavement design
- Pavements
- Roller-compacted concrete
- Sight distances
- Stress (by type)
- Structural analysis
- Structural engineering
- Thermal loads
- Transportation engineering
Authors
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Professor, Changsha University of Science and Technology, Changsha Hunan 410004, China.E-mail: [email protected]
Guangdong Provincial ChangDa Highway Engineering Co., Ltd., Guangzhou Guangdong, China.E-mail: [email protected]
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