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沥青路面早期损坏的现象与试验分析
引用本文:张宏超,孙立军.沥青路面早期损坏的现象与试验分析[J].同济大学学报(自然科学版),2006,34(3):331-334.
作者姓名:张宏超  孙立军
作者单位:同济大学,道路与机场工程系,上海,200092
基金项目:国家重点基础研究发展计划(973计划)
摘    要:首先对纷杂的早期损坏现象进行了归纳分类,又通过对若干条高等级路面的实地调查发现了4种新的损坏现象.试验分析表明,大空隙率增大了沥青混凝土的透水性、降低了耐久性和抗拉强度,对沥青与集料的粘附性提出了更高的要求,而常用的沥青混合料空隙率设计处于这一不利的空隙率区间.大空隙率与荷载和水的综合作用是诱发早期损坏的主要原因.

关 键 词:沥青路面  早期损坏  空隙率
文章编号:0253-374X(2006)03-0331-04
收稿时间:05 10 2004 12:00AM
修稿时间:2004-05-10

Development and Analysis of Premature Failures of the Asphalt Pavements
ZHANG Hongchao,SUN Lijun.Development and Analysis of Premature Failures of the Asphalt Pavements[J].Journal of Tongji University(Natural Science),2006,34(3):331-334.
Authors:ZHANG Hongchao  SUN Lijun
Institution:Department of Rood and Airport Engineering, Tongji University, Shanghai 200092, China
Abstract:Phenomenons of the premature failures were summarized, and 4 kinds of new failures were addressed herein through the investigation on a number of highways. The test analysis indicated that the permeability, durability and tensile strength of the asphalt decreased with the increasing of the air void, and the adhesion between the asphalt and aggregate should be improved accordingly. But the air void of several usual asphalts was in the dangerous zone. The combined function of big air void, heavy load and water was the main cause for the premature failures.
Keywords:asphalt pavement  premature failure  air void
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