Modification and application of axle load conversion formula to determine traffic volume in pavement design
暂无分享，去创建一个
[1] Chen-Ming Kuo,et al. An analytical study of axle load equivalency factors of concrete pavements , 2001 .
[2] Chen Zhong. Season-correcting coefficient of axle load conversion for asphalt pavement , 2003 .
[3] Józef Judycki. Determination of Equivalent Axle Load Factors on the Basis of Fatigue Criteria for Flexible and Semi-Rigid Pavements , 2010 .
[4] P Sun. Research on season-correcting coefficient in axle load conversion of asphalt pavement in season-frozen areas , 2011 .
[5] T. Martin. Experimental estimation of the relative deterioration of flexible pavements under increased axle loads , 2011 .
[6] Jacob Uzan,et al. Impact of Traffic Data on the Pavement Distress Predictions using the Mechanistic Empirical Pavement Design Guide , 2011 .
[7] Hao Liu,et al. Equivalent Conversion Method of Asphalt Pavement Axle-load Skid-resistance Performance , 2012 .
[8] Denys Breysse,et al. Fatigue life modelling of asphalt pavements under multiple-axle loadings , 2012 .
[9] Yanqing Zhao,et al. Determination of axle load spectra based on percentage of overloaded trucks for mechanistic-empirical pavement design , 2012 .
[10] Sigurdur Erlingsson,et al. Characterisation of heavy traffic axle load spectra for mechanistic-empirical pavement design applications , 2015 .
[11] Manuel J. C. Minhoto,et al. A model for equivalent axle load factors , 2015 .