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排水型沥青稳定碎石的透水性研究
引用本文:张雪强.排水型沥青稳定碎石的透水性研究[J].山西建筑,2009,35(18):150-151.
作者姓名:张雪强
作者单位:贵州高速公路开发总公司,贵州,贵阳,550001
摘    要:通过室内试验的不断调整,确定出三种级配,最后对它们的透水性能作了分析,结果表明:渗透系数是控制排水型沥青碎石材料透水性能的主要指标,同时也要通过其他指标的综合控制来达到实际应用效果。

关 键 词:沥青稳定碎石  水损害  透水性能  渗透系数

Research on the permeability of the drainage asphalt stabilized crushed stone
ZHANG Xue-qiang.Research on the permeability of the drainage asphalt stabilized crushed stone[J].Shanxi Architecture,2009,35(18):150-151.
Authors:ZHANG Xue-qiang
Affiliation:ZHANG Xue-qiang
Abstract:Based on the continuous adjusting of laboratory test,the author confirms the three kinds of gradations,finally analyzes their permeability performance,results show that the permeability coefficient is the key index of controlling the permeability performance of the drainage asphalt stabilized crushed stone material,and it also need to comprehensive control based on other indexes,so as to reach the practical application effect.
Keywords:asphalt stabilized crushed stone  water damage  permeability performance  permeability coefficient  
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