摘要
主要结合广东、湖南等省高速公路中采用土工布作水泥混凝土路面隔离层进行的路面层间力学性能试验与工程应用研究,探讨了贫混凝土基层上铺筑水泥混凝土面层时采用土工布隔离层与无隔离层时的层间力学性能差别。通过现场试验路施工,总结了土工布用于路面隔离层的施工控制技术。获得的土工布隔离层层间力学性能参数与施工应用技术,为实体工程路面设计、施工控制提供了科学依据。
This research explored the difference in mechanical performance of slab-base interface between the pavements without a bond-breaking layer and the pavements with geotextile as the bond-breaking layer installed between the concrete pavement surface slab and the lean concrete base,via the field tests for mechanical performance of slab-base interface treated with geotextile as the bond-breaking layers in some highway projects of Hunan and Guangdong Provinces.The techniques of construction control in placing geotextile atop the lean concrete base as the bond-breaking layer is concluded from the construction of the field test roads.The mechanical performance of slab-base interface with geotextile as the bond-breaking medium derived from this research and the techniques of construction offer scientific reference to pavement design and construction control in the practical road engineering projects.
出处
《公路》
北大核心
2012年第7期1-5,共5页
Highway
基金
国家自然科学基金资助项目
项目编号51178064
关键词
水泥混凝土面层
贫混凝土基层
土工布隔离层
层间力学性能
施工控制
cement concrete pavement surface slab
lean concrete base
geotextile as bond-breaking layer
mechanical performance of slab-base interface
construction control
