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Asphalt concrete pavement reinforced with chemical fibers

机译:化学纤维增强的沥青混凝土路面

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Asphalt concrete pavement which is currently built in accordance with the existing requirements does not withstand the standard service life. Various kinds of damages occur. Fiber reinforcement of asphalt concretes is one of the effective means to deal with deformations and fractures of road pavements, such as rutting, buckling, crack formation and shear. Chemical fibers serving as reinforcement are of great concern herein. The major purpose of this work was evaluation of reinforcement fibers resistance to natural environment and climatic impacts within the conditions of experimental production construction and studying compactibility of asphalt concrete mixture with fiber reinforcement. Infrared spectroscopy and physical-chemical investigations of fibers were used to study changing properties of fiber-forming polymer. Compactibility of asphalt concrete mixture with fiber reinforcement was determined upon compaction factor. Research results revealed insignificant influence of natural environment and climatic impacts on the properties of fiber reinforcement material. In order to obtain the standard compaction factor of asphalt concrete additional compacting impact is not required.
机译:目前根据现有要求建造的沥青混凝土路面不能承受标准的使用寿命。发生各种损坏。沥青混凝土的纤维增强是处理路面的车辙,断裂,例如车辙,屈曲,裂缝形成和剪切的有效手段之一。在本文中,用作增强物的化学纤维是非常关注的。这项工作的主要目的是评估增强纤维在实验生产条件下的抵抗自然环境和气候影响的能力,并研究纤维增强的沥青混凝土混合物的压实性。纤维的红外光谱和物理化学研究被用来研究成纤维聚合物的变化特性。纤维增强的沥青混凝土混合物的压实度由压实系数确定。研究结果表明,自然环境和气候影响对纤维增强材料的性能影响不大。为了获得沥青混凝土的标准压实系数,不需要额外的压实影响。

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