摘要
为了解决半刚性基层容易产生反射裂缝的问题,提出适合辽宁地区的抑制反射裂缝效果最佳的路面结构。以抚顺市某省级道路工程实例为研究对象,采用温缩试验以及有限差分数值软件FLAC3D,对温度荷载作用下的沥青混凝土路面及其路基进行数值模拟,分析其力学性能,并进行试验路的铺筑,经对比研究后得出结论为采用级配碎石上基层结构来抑制反射裂缝效果较好。该结论可为道路设计、施工及沥青路面车辙病害治理等工程人员提供参考,具有一定社会效益及经济效益。
To solve the problem of the semi rigid base course, which was easily to produce reflection cracks and set out the pavement structure which was suitable for Liaoning area. This paper taked the example of a municipal road in Fushun city as the research object, using temperature shrinkage test and finite difference numerical software FLAC3D, and researching and analyzing on the mechanical properties of asphalt concreted pavement under the action of temperature load then paving the test road. The results show that the suppression of reflection cracking effect of graded broken stone is better. The conclusion can provide reference for road design, construction and management of asphalt pavement rut engineering personnel, which is a certain social and economic benefits.
出处
《硅酸盐通报》
CAS
CSCD
北大核心
2017年第4期1371-1376,共6页
Bulletin of the Chinese Ceramic Society
关键词
水泥含量
反射裂缝
温缩试验
温度应力
级配碎石
低水泥稳定碎石
cement content
reflection crack
temperature shrinkage test
temperature stress
graded broken stone
low cement stabilized macadam
作者简介
郑大为（1972-）,男,副教授,硕导.主要从事道路桥梁与隧道工程方面的研究.
通讯作者：焉妮,硕士研究生.
