首页|山区高速公路陡纵坡段沥青路面面层剪应力分布规律

山区高速公路陡纵坡段沥青路面面层剪应力分布规律

扫码查看
为研究山区高速陡纵坡段沥青路面面层剪应力分布规律,并考虑基层-面层层间结合状态、基层-面层模量比,基于BISAR3.0 软件开展弹性层状体系静力学分析.研究结果表明:1)相较平坡路段,陡纵坡路段具有较大的水平荷载系数,从而导致沥青面层极值剪应力最大值大幅增大,高极值剪应力分布更为集中,水平荷载对整个沥青面层的极值剪应力的分布均有一定程度影响;2)不同层间接触状态下陡纵坡段沥青面层的极值剪应力最大值差异较小,但在较高值(>250 kPa)极值剪应力的分布上有较大差别,基层-面层层间完全光滑状态下陡纵坡的极值剪应力较高值(>250 kPa)相较层间完全连续状态分布更为广泛且贯穿于沥青面层,沥青面层底部更易发生剪切破坏;3)在沥青面层模量为 10 000 MPa、基层模量范围为6 000 MPa~14 000 MPa时,随着基层-面层模量比提升,陡纵坡段沥青面层极值剪应力最大值有所降低.根据静力学分析结果,陡纵坡段沥青路面相较平坡路段具有更高的极值剪应力,可提高基层-面层层间结合性以及在保障沥青面层模量的基础上适当提升基层模量,有利于陡纵坡段沥青路面的抗剪切能力.
Shear Stress Distribution for Asphalt Surface of Steep Longitudinal Slope Section in Mountainous Expressway
In this study,static analysis of elastic layered system based on BISAR 3.0 program was conducted to analyze the shear stress distribution for asphalt surface of steep longitudinal slope in mountainous expressway,considering two factors of the bonding conditions at the surface layer/base and the modulus ratio of the baselayer and the AC layer.The results show that:1)The steep longitudinal slope section has a large horizontal load coefficient,which leads to a great increase in the maximum extreme shear stress of asphalt surface,and a more concentrated distribution of high extreme shear stress.The horizontal load has a certain degree of influence on the distribution of extreme shear stress of the entire asphalt surface layer.2)There is little difference in the maximum value of extreme shear stress of steep longitudinal slope asphalt layer under different interlayer contact conditions,but there is a big difference in the distribution of extreme shear stress at higher value(>250 kPa).The higher value(>250 kPa)of extreme shear stress of steep longitudinal slope in the state of complete smoothness between base and surface layers is more widely distributed than that in the state of complete continuity between layers,and it runs through the asphalt surface layer,and the bottom of asphalt surface layer is more prone to shear failure.3)When the modulus of the asphalt surface layer is 10 000 MPa and the modulus range of the base layer is 6 000 MPa~14 000 MPa,as the modulus ratio of the base layer to the surface layer increases,the maximum shear stress of the asphalt surface layer in the steep longitudinal slope section decreases.According to the results of static analysis,the asphalt pavement in the steep longitudinal slope section has higher extreme shear stress compared to the flat slope section.Improving the interlayer adhesion between the base and surface layers and appropriately increasing the base modulus while ensuring the modulus of the asphalt surface layer are beneficial for the shear resistance of the asphalt pavement in the steep longitudinal slope section.

expresswaysteep longitudinal slope sectionasphalt pavementstatic analysisshearing stressdistribution law

徐莹、石希信

展开 >

招商局重庆公路工程检测中心有限公司,重庆 400067

高速公路 陡纵坡 沥青路面 静力学分析 剪应力 分布规律

2024

公路交通技术
重庆交通科研设计院

公路交通技术

影响因子:0.552
ISSN:1009-6477
年,卷(期):2024.40(3)