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在高压实度土基上修筑薄基沥青路面的试验研究
引用本文:路坚,梁乃兴,赵辉. 在高压实度土基上修筑薄基沥青路面的试验研究[J]. 重庆交通大学学报(自然科学版), 2006, 25(5): 71-73
作者姓名:路坚  梁乃兴  赵辉
作者单位:甘肃省庆阳公路总段,甘肃,庆阳,745000;重庆交通大学,重庆,400074
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
文章编号:1001-716X(2006)05-0071-03
修稿时间:2005-09-14

The analysis and study of the bituminous pavement stabilized soil thin- base course
LU Jian,LIANG Nai-xing,ZHAO Hui. The analysis and study of the bituminous pavement stabilized soil thin- base course[J]. Journal of Chongqing Jiaotong University, 2006, 25(5): 71-73
Authors:LU Jian  LIANG Nai-xing  ZHAO Hui
Abstract:Through the investigation and analysis to the old bituminous pavement stabilized soil thin-base course in Qingyang area of Gansu,and the checking calculation 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.
Keywords:bituminous pavement  stabilized soil thin-base course  elastic modulus  pavement surface course deflection
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