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浅析沥青路面温缩裂缝形成机理
引用本文:王玉花,周志刚.浅析沥青路面温缩裂缝形成机理[J].南昌水专学报,2005,24(3):77-80.
作者姓名:王玉花  周志刚
作者单位:江西交通职业技术学院,江西,南昌,330013;长沙理工大学,公路工程学院,湖南,长沙,410076
摘    要:对高等级沥青混凝土路面温度收缩裂缝形成的力学机制和影响因素进行了研究,分析了沥青混凝土路面温缩裂缝发育规律及沥青混合料低温开裂性能,并提出了防治方法.

关 键 词:沥青路面  温缩裂缝  开裂机理
文章编号:1006-4869(2005)03-0077-04
修稿时间:2005年8月5日

Study on Low Temperature Shrinkage Cracking of Asphalt Pavement
WANG Yu-hua,ZHOU Zhi-gang.Study on Low Temperature Shrinkage Cracking of Asphalt Pavement[J].Journal of Nanchang College of Water Conservancy and Hydroelectric Power,2005,24(3):77-80.
Authors:WANG Yu-hua  ZHOU Zhi-gang
Affiliation:WANG Yu-hua~1,ZHOU Zhi-gang~2
Abstract:The mechanism for low temperature shrinkage cracking of high-grade asphalt pavement and its influencing factors are discussed.The in-site observation and the in-door test on the low temperature cracking characteristics of the bituminous mixture indicate that temperature decreasing rate plays a decisive role in the value and nature of temperature stress.The nature of the asphalt and the mineral aggregates are two important factors which determine the developing state of low temperature shrinkage cracks.
Keywords:asphalt pavement  low temperature shrinkage crack  cracking mechanism
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