基于现场数据的全柔性沥青路面结构格栅增韧层施工工艺研究  

Research on construction technology of fully flexible asphalt pavement structure grille based on field data

作　　者：姜斌 丁守运 徐希忠 赵宁 张晓萌 吴文娟 JIANG Bin;DING Shouyun;XU Xizhong;ZHAO Ning;ZHANG Xiaomeng;WU Wenjuan(Qingdao Highway Development Center,Shandong Qingdao 266061 China;Shandong Transportation Research Institute,Shandong Jinan 250031 China)

机构地区：[1]青岛市公路事业发展中心,山东青岛266061 [2]山东省交通科学研究院,山东济南250031

出　　处：《山东交通科技》2024年第5期72-76,共5页

基　　金：国家自然科学基金,项目编号:42107213;山东省自然科学基金,项目编号:ZR2020QE271、ZR2020KE024;山东省交通科技计划,项目编号:2023B18。

摘　　要：为了明确全柔性沥青路面结构格栅增韧层最佳施工工艺,结合实体工程,通过直接剪切强度和疲劳试验,现场刚度和弯沉检测,对比了不同施工工艺下格栅增韧层层间剪切强度、剪切疲劳,以及现场刚度、弯沉状况,结果表明:格栅增韧层施工工艺对其结构承载能力具有重要影响,最佳施工工艺为先铺增韧格栅,再洒布粘层,固定钉距离60 cm最为合理。in order to clarify the full flexible asphalt pavement structure grille toughness optimal construction technology,combined with the entity engineering,through the direct shear strength and fatigue test,field stiffness and bending detection,compared the different construction technology between the shear strength,shear fatigue,and field stiffness,bending condition,the results show that grille toughness layer construction technology has important influence on its structure bearing capacity,the best construction technology is first spread tough grille,sprinkle cloth layer,from the fixed nail distance,60 cm is the most reasonable.

关 键 词：全柔性沥青路面 格栅增韧层 剪切试验 施工工艺 

分 类 号：U416.217[交通运输工程—道路与铁道工程]