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作 者:郑炳锋 吴威伟 李志涛 简辉 ZHENG Bingfeng;WU Weiwei;LI Zhitao;JIAN Hui(JSTI Group Co.,Ltd.,Nanjing 210019,China;National Engineering Research Center of Advanced Road Materials,Nanjing 211112,China;Southeast University,Nanjing 211189,China)
机构地区:[1]苏交科集团股份有限公司,南京210019 [2]新型道路材料国家工程研究中心,南京211112 [3]东南大学,南京211189
出 处:《现代交通技术》2024年第1期13-19,共7页Modern Transportation Technology
摘 要:在高速公路改扩建工程中,硬路肩的技术状况会影响新老路面的拼接方式与拼接位置,与工程的社会经济效益相关。依托上海—武汉高速公路改扩建工程,首先采用弯沉代表值、弯沉盆参数以及弯沉盆模量反算分析硬路肩的路面结构性能;其次采用动态模量试验分析硬路肩沥青面层的力学性能,基于半圆弯曲试验分析沥青面层的抗裂性能,采用浸水马歇尔试验和冻融劈裂试验分析硬路肩沥青面层的抗水损害性能,基于沥青回收试验分析沥青面层的老化程度,采用基层无侧限抗压强度和回弹模量试验分析基层的力学性能;最后分析硬路肩的利用方案,开展路面结构验算。The technical condition of hard shoulder in expressway reconstruction and expansion projects affects the splicing method and position of new and old pavement,also related to the social and economic benefits of the project.Based on the reconstruction and expansion project of the Shanghai-Wuhan Expressway,firstly,the structural performance of the hard shoulder pavement was analyzed using representative values of deflection,deflection basin parameters,and deflection basin back calculation modulus;secondly,the mechanical properties of the hard shoulder asphalt surface layer were analyzed using dynamic modulus tests,the crack resistance of the asphalt surface layer was analyzed based on semi-circular bending tests,the water damage resistance of the hard shoulder asphalt surface layer was analyzed using immersion Marshall tests and freeze-thaw splitting tests,the aging degree of the asphalt surface layer was analyzed based on asphalt recovery tests,the mechanical properties of the base layer were analyzed using unconfined compressive strength and rebound modulus tests;finally,the utilization plan of hard shoulder was analyzed and the pavement structure verification was carried out.
关 键 词:高速公路 改扩建工程 硬路肩 路面结构强度 路面材料性能
分 类 号:U412.366[交通运输工程—道路与铁道工程] U418.8
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