首页|沥青混合料的动荷载响应特征及沥青路面黏弹性力学研究

沥青混合料的动荷载响应特征及沥青路面黏弹性力学研究

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依托北京东六环改造项目的沥青路面工程,运用室内试验的方法,研究沥青混合料持续受到车辆活荷载作用的动力响应特征,以及受到车辆荷载与各种自然因素耦合作用的黏弹性力学变化规律。研究结果表明,沥青混合料的累积应变动力响应经历了 2个阶段:在第Ⅰ阶段,沥青混合料的累积应变动力响应表现为逐步增加;在第Ⅱ阶段,沥青混合料累积应变量整体无明显变化,沥青混合料的应力受车辆循环动荷载的影响无明显变化。当荷载加载频率逐渐增加时,沥青混合料动态模量也呈对数上升的趋势,随着温度的升高,沥青混合料的动态模量也会逐渐降低,且降低幅度逐渐减小;混合料相位角在荷载加载频率小于等于10 Hz时呈对数增加的趋势,在加载频率大于10 Hz时呈线性降低的趋势,随着温度的增加,沥青混合料相位角不断减小,减小的幅度不断降低。
Dynamic Load Response Characteristics of Asphalt Mixtures and Viscoelastic Mechanics Analysis of Asphalt Pavement
Based on the asphalt pavement engineering case of East Sixth Ring Road Renewal Project in Beijing,indoor testing methods are used to study the dynamic response characteristics of asphalt mixtures under cyclic vehicle live loads,as well as the viscoelastic mechanical changes under the coupling effect of vehicle loads and various natural factors.The research results indicate that the cumulative strain dynamic response of asphalt mix-ture has gone through two stages.In the first stage,the cumulative strain dynamic response of asphalt mixture shows a gradual increase.In the second stage,there is no significant change in the overall cumulative strain of as-phalt mixture,and the stress of asphalt mixture is not significantly affected by the cyclic dynamic load of vehi-cles.As the loading frequency gradually increases,the dynamic modulus of asphalt mixture also shows a logarith-mic increase.With the increase of temperature,the dynamic modulus of asphalt mixture gradually decreases,and the magnitude of the decrease gradually decreases.The phase angle of the asphalt mixture shows a logarithmic increase trend when the load loading frequency is not more than 10 Hz,and a linear decrease trend when the loading frequency is overl0 Hz.With the increase of temperature,the phase angle of the asphalt mixture continu-ously decreases,and the magnitude of the decrease continuously decreases.

asphalt mixturedynamic load responseviscoelastic mechanicscomplex modulus testaccelerated load testaccumulated stress-strain

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中铁十八局集团第五工程有限公司,天津 300459

沥青混合料 动荷载响应 黏弹性力学 复数模量试验 加速荷载试验 累积应力应变

2024

浙江水利水电学院学报
浙江水利水电专科学校

浙江水利水电学院学报

影响因子:0.403
ISSN:2095-7092
年,卷(期):2024.36(1)
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