应用研究 2024年 第53卷 第10期

DOI: 10.7672 / sgjs2024100115

超载对公路沥青面层受力分布及稳定性的影响

王学银

作者单位:

王学银,工程师,E-mail:690687981@ qq. com

作者简介:

中铁十八局集团第四工程有限公司,天津 300350

摘要:

依托某公路升级改造工程,采用 BISAR 程序分析法研究车辆超载对公路沥青路面结构的影响,分析路表弯沉变化、层底拉应力和拉应变、层顶压应力和压应变、路面剪应力和剪应变. 研究结果表明:随着轴载的增大,路表弯沉呈线性增大,弯拉应力随之增大,路面结构压应力、拉应力、压应变和拉应变均逐渐增大;当轴载不同时,相比额定轴载,轴载为 225kN 时路面结构受到的压应力和压应变显著增大;随着轴载的增大,轮隙中心下和轮迹边缘路面结构的剪应力和剪应变逐渐增大;在实际公路升级改造工程中,建议增加路面结构深度 2.5 ~ 10cm 范围内结构强度,或增加材料刚度,同时禁止车辆超载,可控制公路路面结构被破坏.

English:

Based on a upgrade and renovation project, the BISAR program analysis method is used tostudy the impact of vehicle overload on the asphalt pavement structure of the expressway. The changes inroad surface deflection, tensile stress and strain at the bottom of the layer, compressive stress and strainat the top of the layer, and pavement shear stress and strain are analyzed. The research results indicatethat with the increase of axle load, the road surface deflection increases linearly, and the bending tensilestress increases accordingly. The compressive stress, tensile stress, compressive strain, and tensile strainof the road surface structure increase gradually. When the axle load is different, compared to the ratedaxle load, the compressive stress and compressive strain on the road structure significantly increase whenthe axle load is 225kN. As the axle load increases, the shear stress and strain of the road surfacestructure under the center of the wheel gap and the edge of the wheel track gradually increase. In actualexpressway upgrading and renovation projects, it is recommended to increase the structural strength of thepavement structure within a depth range of 2.5 ~ 10cm, or increase the material stiffness. At the sametime, overloading of vehicles is prohibited to control the damage to the highway pavement structure.