Toughness improvement mechanism and evaluation of cement concrete for road pavement: A review

Mingjing Fang , Yiming Chen , Yungang Deng , Zhe Wang , Mengjun Zhu
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引用次数: 4

Abstract

Traditional cement concrete has the disadvantages of low tensile strength, poor toughness, and rapid development of cracks while cracking, which causes a significantly negative influence on the safety and durability of concrete road pavement. This paper presents a state-of-the-art review of toughness improvement mechanisms and evaluation methods of cement concrete for road pavement. The review indicates that (i) The performance of concrete material depends on its material composition and internal structure. Aggregate size, cement properties and admixtures are the main factors of concrete toughness. (ii) The incorporation of rubber or fiber in pavement concrete improves the toughness of concrete materials. However, these additions must be maintained within a reasonable range. The amount of rubber and fiber are encouraged not more than 30% of the volume of fine aggregate and 2% of the volume of concrete, respectively. (iii) The toughness of pavement concrete material includes the toughness regarding bending, impact and fracture. The toughness of cement concrete for highway and municipal pavement is generally evaluated by bending and fracture toughness, while the toughness of airfield pavement concrete is more focused on impact toughness. (iv) The toughening measures of cement concrete for road pavement are mainly mixed with rubber or fiber, while these two materials have their defects, and the application of high-toughness cement concrete in the actual road still faces many challenges. For example, the synergistic effect of rubber and fiber, the development and application of new flexible admixtures, and the formulation of the toughness index of pavement cement concrete materials need further research.

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水泥混凝土路面增韧机理及评价
传统的水泥混凝土具有抗拉强度低、韧性差、裂缝在开裂时迅速发展等缺点,对混凝土路面的安全性和耐久性造成了显著的负面影响。本文对道路路面用水泥混凝土的韧性改善机制和评价方法进行了最新的综述。综述表明:(i)混凝土材料的性能取决于其材料成分和内部结构。骨料粒径、水泥性能和外加剂是影响混凝土韧性的主要因素。(ii)在路面混凝土中掺入橡胶或纤维可提高混凝土材料的韧性。但是,这些添加必须保持在合理的范围内。橡胶和纤维的用量分别不超过细骨料体积的30%和混凝土体积的2%。(iii)路面混凝土材料的韧性包括弯曲、冲击和断裂的韧性。公路和市政路面用水泥混凝土的韧性通常以弯曲韧性和断裂韧性来评价,而机场路面混凝土的韧性更侧重于冲击韧性。(iv)道路路面水泥混凝土的增韧措施主要是掺入橡胶或纤维,而这两种材料都有其缺陷,高韧性水泥混凝土在实际道路中的应用仍面临许多挑战。例如,橡胶与纤维的协同作用、新型柔性掺合料的开发与应用、路面水泥混凝土材料韧性指标的制定等都需要进一步研究。
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