何宜典,郭 佩.用于微表处的集料性能研究[J].筑路机械与施工机械化,2010,27(3):53-56. HE Yi-dian,GUO Pei.Research on aggregate performance of micro-surfacing[J].Road Machinery & Construction Mechanization,2010,27(3):53-56.
[3]
杨 威,程 波.分形理论在沥青混合料级配设计中的应用[J].石油沥青,2009,23(5):26-29. YANG Wei,CHENG Bo.Application of the fractal theory to gradation design[J].Petroleum Asphalt,2009,23(5):26-29.
[4]
杨 威.基于分形理论的集料破碎规律研究[J].公路与汽运,2009,315(6):77-79. YANG Wei.Regularity of the broken aggregate based on fractal theory[J].Highways & Automotive Applications,2009,315(6):77-79.
[5]
JTJ 052―2000,公路工程沥青及沥青混合料试验规程[S].
[6]
JTG D50―2006,公路沥青路面设计规范[S].
[7]
廖志高.采用二级破碎的沥青面层集料加工与质量控制[J].筑路机械与施工机械化,2006,23(10):32-35. LIAO Zhi-gao.Asphalt pavement aggregate production and quality control with two-phase crashing process[J].Road Machinery & Construction Mechanization,2006,23(10):32-35.
[8]
赵春花,祝小龙.含泥量对沥青与粗集料黏附性的影响[J].重庆交通大学学报:自然科学版,2008,27(增):933-936. ZHAO Chun-hua,ZHU Xiao-long.Influence of clay dosage on the adhesion of asphalt and coarse aggregate[J].Journal of Chongqing Jiaotong University:Natural Science,2008,27(S):933-936.
