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STUDY ON THE USE OF BITUMINOUS MIXTURES MODIFIED WITH ACRYLIC FIBRES IN ROAD PAVEMENT OVERLAYS

机译:丙烯酸纤维改性的沥青混合料在路面铺面中的应用研究

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In general, fibres can be used to improve the mechanical properties of bituminous mixtures in road pavements. Fibres may be used as additives to modify bituminous mixtures by fastening a significant amount of bitumen, what allows the increase of the binder content of the mixtures without losing their resistance to permanent deformation. Thus, fibres are a valuable additive for mixtures containing a high quantity of mastic, such as Stone Mastic Asphalt (SMA). Actually, bituminous mixtures modified with fibres emerge as an excellent solution to be applied on thin overlays used over cracked pavements. The high quantity of bitumen in the mastic of these mixtures guarantees a significant resistance to the initiation and propagation of fatigue and reflective cracking, what, associated with the stability offered by fibres, produces a material with an excellent performance, mainly in road pavement overlays. The main objective of this paper consists in evaluating the advantages of using acrylic fibres in bituminous mixtures, by studying their main properties in laboratory which are compared with those of mixtures usually applied in road overlays. By using a FEM numerical simulation, this paper also estimates the required thickness to overlay an existent cracked pavement with traditional dense mixtures or with mixtures modified with fibres
机译:通常,纤维可用于改善路面中沥青混合物的机械性能。通过固定大量的沥青,纤维可以用作添加剂来改性沥青混合物,这可以增加混合物中粘合剂的含量而又不会失去其对永久变形的抵抗力。因此,纤维是含有大量乳香的混合物(如石乳香沥青(SMA))的有价值的添加剂。实际上,用纤维改性的沥青混合物作为一种出色的解决方案而出现,可用于开裂路面上的薄覆盖层。这些混合物的乳香中大量的沥青确保了对疲劳和反射性裂纹的萌发和传播的显着抵抗,而与纤维提供的稳定性相关的材料则产生了一种具有优异性能的材料,主要用于路面铺面。本文的主要目的在于通过在实验室中研究丙烯酸纤维的主要性能,并将其与通常用于道路覆盖层的混合物的性能进行比较,评估在沥青混合物中使用丙烯酸纤维的优势。通过使用有限元数值模拟,本文还估算了所需厚度,以用传统的致密混合物或纤维改性的混合物覆盖现有的裂缝路面

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  • 会议地点 Beijing(CN);北京(中国)
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    RFOEIC Research Institute,South-east Univ.,No.2 Sipailou Rd.,Nanjing 210096,China;

    rnRFOEIC Research Institute,South-east Univ.,No.2 Sipailou Rd.,Nanjing 210096,China;

    rnS-TEK,No.498 Guoshoujing Road,National Software Park,Shanghai 201203,China;

    rnS-TEK,No.498 Guoshoujing Road,National Software Park,Shanghai 201203,China;

    rnS-TEK,No.498 Guoshoujing Road,National Software Park,Shanghai 201203,China;

    rnRFOEIC Research Institute,South-east Univ.,No.2 Sipailou Rd.,Nanjing 210096,China Corresponding author Tel:86-25-83792882,Fax:86-25-83792882;

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