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THE ANALYTIC THEORY OF THE TEMPERATURE FIELDS OF BITUMINOUS PAVEMENT OVER SEMI-RIGID ROADBASE
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作者 吴赣昌 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1997年第2期181-190,共10页
Based oil the fundamental principles of meteorology and thermodynamics, the calculation theory of the nonlinear unstable pavement temperature fields of two-dimension layered system by analytic theory is established an... Based oil the fundamental principles of meteorology and thermodynamics, the calculation theory of the nonlinear unstable pavement temperature fields of two-dimension layered system by analytic theory is established and the calculation methods of surface temperature, ground temperature distribution along the thickness under different climate conditions are put forward respectively. 展开更多
关键词 bituminous pavement temperature field solar radiation thermal conduction
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Evaluation of parameters affecting reflection cracking in geogrid-reinforced overlay 被引量:3
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作者 Shahab Fallah Ali Khodaii 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第3期1016-1025,共10页
The influence of the most important parameters on the service life of reinforced asphalt overlay with geogrid materials in bending mode was examined by employing the Taguchi method and analysis of variance techniques.... The influence of the most important parameters on the service life of reinforced asphalt overlay with geogrid materials in bending mode was examined by employing the Taguchi method and analysis of variance techniques. The objectives of this experiment was to investigate the effects of grid stiffness, tensile strength, coating type, amount of tack coat, overlay thickness, crack width and stiffnesses of asphalt overlay and existing asphalt concrete on propagation of the reflection cracking. Results indicate that the stiffnesses of cracked layer and overlay are the main significant factors that can directly improve the service life of an overlay against the reflection cracking. Generally, glass grid is more effective in reinforced overlay than polyester grid. Effect of crack width of the existing layer is significant when its magnitude increases from 6 to 9 mm. 展开更多
关键词 reflection cracking geogrid bituminous mixture pavement overlay bending mode Taguchi method
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