中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 2006, Vol. 25 ›› Issue (5): 71-73.

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The analysis and study of the bituminous pavement stabilized soil thin-base course

LU Jian1,LIANG Nai-xing2,ZHAO Hui3   

  1. 1.Qingy ang Highway Sect of Gansu Pr ovince, Qingyang 745000, China; 2.Chongqing Jiaotong University, Chongqing 400074, China
  • Received:2005-09-14 Revised:2005-11-17 Online:2006-10-15 Published:2015-05-18

在高压实度土基上修筑薄基沥青路面的试验研究

路坚1,梁乃兴2,赵辉3   

  1. 1.甘肃省庆阳公路总段,甘肃 庆阳 745000; 2.重庆交通大学,重庆 400074
  • 作者简介:路坚(1957—) ,男,甘肃庆阳人,高级工程师,主要研究路基路面.

Abstract: Through the investigation and analysis to the old bitumino us pavement stabilized soil thin-base course in Qingyang area of Gansu, and the checking calculat ion and comparison to the experimental road, the stabilized soil thin-base course is a feasible pavement structure style and can bring down the cost of the basement greatly.It has remarkable economic benefit; the prospect of popularizing the stabilized soil-thin basement of bituminous pavement is very well.

Key words: bituminous pavement , stabilized soil thin-base course, elastic modulus, pavement surface course deflection

摘要: 通过对甘肃庆阳地区的老沥青路面稳土薄基的调查分析,和铺筑实验路的检测计算和比较,稳土薄基是一种可行的路面结构形式,并且可以大幅度降低路面基层造价,具有显著的经济效益,沥青路面的稳土薄基推广前景较好.

关键词: 沥青路面, 稳土薄基, 回弹模量, 路面表面弯沉

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