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《Forest Engineering》 2013-02
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Comparative Analysis of Technical and Economic Indices with Combined Base and Semi-rigid Base Asphalt Pavement

Zhou Xipeng1,Cheng Peifeng1,Shang Yunlong2,Han Cunyu2,Huang Yunyong2(1.College of Civil Engineering,Northeast Forestry University,Harbin 150040; 2.High-grade Highway Construction & Administration Bureau,Harbin 150000)  
Due to the deficiencies of semi-rigid base asphalt pavement,the combined base of asphalt stable macadam and cement stable macadam was proposed in consideration of seasonal frozen region climate,pavement material and the asphalt pavement structure characteristics.The mechanical properties and the economic benefits of combined base asphalt pavement were compared with the asphalt pavement of semi-rigid base.The results showed that bottom tensile strain of the combined base asphalt pavement layer was low and had good anti-fatigue performance.Asphalt stable macadam flexible material has viscoelastic and certain self-healing capability which can provide better highway use performance in the reasonable case of maintaining measure.The project cost of combined base asphalt pavement layer is almost equal to that of the asphalt pavement of semi-rigid base.Combined base can improve fatigue performance and temperature shrinkage crack phenomenon of asphalt pavement,which is more appropriate for seasonal frozen region.
【Fund】: 交通运输部科技项目(2011-319-774-060)
【CateGory Index】: U416.217
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