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首页> 外文期刊>Journal of Cleaner Production >Low temperature and fatigue characteristics of treated crumb rubber modified asphalt after a long term aging procedure
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Low temperature and fatigue characteristics of treated crumb rubber modified asphalt after a long term aging procedure

机译:长期老化程序后处理碎屑橡胶改性沥青的低温和疲劳特性

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Crumb rubber modified asphalt has been widely applied in highway construction fields for its environmentally friendly characteristics and also to satisfy the demand of asphalt pavement at different application conditions. Rubberized binders achieve the recycling of scrap tires, reduce the consumption of raw materials and act as an economically beneficial construction material to asphalt pavement. However, long term aging adversely affects the low temperature performance characteristics and fatigue resistances of rubberized binders. In order to improve the aging resistance of asphalt rubberized binder, a surface treatment was applied on three crumb rubbers. In addition, two binder sources were used to produce the treated crumb rubber modified asphalts to explore their aged performances. In this research, stiffness values and m-values of pressure-aged vessel (PAV) aged rubberized asphalts were obtained from bending beam rheometer (BBR) test at -6 degrees C, -12 degrees C and -18 degrees C to determine their minimum low temperatures and to evaluate their cracking resistances. Meanwhile, fatigue resistances of all binders were evaluated by the linear amplitude sweep (LAS) test and the fatigue factor referred as G* sin delta at the test temperature of 25 degrees C through the dynamic shear rheometer (DSR) test. Additionally, Thermal Gravity (TG) and Differential Scanning Calorimeter (DSC) test were conducted on all rubbers to explore their thermal stabilities and determine their glass transition temperatures. The results showed that rubbers had good thermal stability at the mixing temperature and the treatment on rubbers promoted the low temperature performance for most rubbers. In addition, positive influences on low temperature properties were observed on the binders produced with medium size rubber in this study. Meanwhile, as expected, binders produced with softer virgin asphalt generally had better cracking resistances regardless of rubber type. (C) 2019 Elsevier Ltd. All rights reserved.
机译:Crumb橡胶改性沥青已广泛应用于公路建筑领域,以实现其环保特性,也可满足不同应用条件下沥青路面的需求。橡胶粘合剂实现废料轮胎的回收,降低原料的消耗,并作为沥青路面的经济有益施工材料。然而,长期老化对橡胶粘合剂的低温性能特征和疲劳电阻产生不利影响。为了提高沥青橡胶粘合剂的耐老化抗性,在三个Crumb橡胶上施加表面处理。此外,使用两种粘合剂来源来生产经处理的面包屑橡胶改性的沥青,以探索其老化的表现。在该研究中,从-6℃,-12℃和-18℃下弯曲梁流量仪(BBR)测试获得压力老化容器(PAV)橡胶沥青的刚度值和M值,以确定其最小值低温并评估其开裂电阻。同时,通过线性振幅扫描(LAS)试验和疲劳因子通过动态剪切流量计(DSR)测试,通过线性振幅扫描(LAS)试验和疲劳因子评估所有粘合剂的疲劳抗性。通过动态剪切流量计(DSR)测试,疲劳因子称为G * SIN DELTA。另外,在所有橡胶上进行热重(Tg)和差示扫描量热计(DSC)测试以探索其热稳定性并确定其玻璃化转变温度。结果表明,橡胶在混合温度下具有良好的热稳定性,橡胶上的处理促进了大多数橡胶的低温性能。此外,在本研究中用中等橡胶制备的粘合剂上观察到对低温性质的阳性影响。同时,如预期的那样,无论橡胶型如何,用更软的维珍沥青制备的粘合剂通常具有更好的开裂抗性。 (c)2019 Elsevier Ltd.保留所有权利。

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