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Experimental evaluation of antistripping additives on porous asphalt mixtures

机译:防渗剂在多孔沥青混合料中的实验评估

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摘要

The open structure of porous asphalt mix influences its strength and durability against air, water and clogging materials. These factors cause loss of adhesion between binderaggregate interface and loss of cohesion within the binder film. This could lead to stripping problem which contribute to premature failures as well as deterioration in the performance and service life of porous asphalt. Therefore, this study is aimed to evaluate the potential of diatomite as anti-stripping additives in porous asphalt and compared with hydrated lime and Ordinary Portland Cement (OPC). Field Emission Scanning Electron Microscopy (SEM) test and Energy Dispersive X-ray Spectroscopy analysis (EDX) were conducted to investigate the microstructure and chemical composition of the anti-stripping additives. A number of gyratory compacted samples of porous asphalt mixture with Malaysian gradation were prepared. Each sample was incorporated with 2% of anti-stripping additives as filler then mixed with polymer modified bitumen of PG76. The samples were measured for air voids content, permeability rate, resilient modulus and abrasion loss. The results indicate that samples prepared with hydrated lime show higher permeability rate and lower abrasion loss compared to samples with OPC and diatomite. However, the samples prepared with diatomite show enhanced resilient modulus compared to those with hydrated lime and OPC.
机译:多孔沥青混合料的开放结构会影响其强度和对空气,水和堵塞物的耐久性。这些因素导致粘合剂-聚集体界面之间的粘合性损失和粘合剂膜内的内聚性损失。这可能会导致剥离问题,从而导致过早失效以及多孔沥青的性能和使用寿命下降。因此,本研究旨在评估硅藻土在多孔沥青中作为防剥离添加剂的潜力,并与熟石灰和普通硅酸盐水泥(OPC)进行比较。进行了场发射扫描电子显微镜(SEM)测试和能量色散X射线光谱分析(EDX),以研究防剥离添加剂的微观结构和化学组成。制备了许多具有马来西亚等级的多孔沥青混合料的旋转压实样品。每个样品都加入2%的抗剥离添加剂作为填充剂,然后与PG76的聚合物改性沥青混合。测量样品的气孔含量,渗透率,弹性模量和磨损量。结果表明,与使用OPC和硅藻土的样品相比,用熟石灰制备的样品显示出更高的渗透率和更低的磨损量。然而,与使用熟石灰和OPC的样品相比,用硅藻土制备的样品显示出增强的弹性模量。

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