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Strength properties of pavement concrete containing nano-particles

机译:纳米粒子路面混凝土的强度特性

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Strength properties (including flexural, compressive and splitting tensile strengths) of pavement concrete containing nano-particles are experimentally studied and compared with that of plain pavement concrete. Both nano-SiO2 and nano-TiO2 are respectively used to be as the additives. The test results show that the flexural, compressive and splitting tensile strengths of pavement concrete containing nano-particles are all enhanced to some extent. Firstly, the strength properties of pavement concrete are enhanced with the increasing amount of nano-particles, and the peak values are achieved at certain amount. Subsequently, the strength properties of pavement concrete are reduced with the increasing amount of nano-particles. The optimum amount of nano-TiO2 and nano-SiO2 added into pavement concrete are respectively 1.0% and 2.0%. The linear relationship between flexural and compressive strengths of pavement concrete containing nano-particles is obtained, which shows that the compressive strength of pavement concrete containing nano-particles enhances with increasing flexural strength, and this is favorable to the durability of pavement concrete.
机译:通过纳米粒子的路面混凝土的强度特性(包括弯曲,压缩和分裂抗拉强度)进行实验研究,并与平原路面混凝土进行比较。纳米SiO 2 和Nano-TiO 2 分别用于添加剂。测试结果表明,含有纳米颗粒的路面混凝土的弯曲,压缩和分裂拉伸强度都在一定程度上得到增强。首先,随着纳米颗粒的增加而增强了路面混凝土的强度特性,并且在一定量的情况下实现峰值。随后,随着纳米颗粒的增加,降低了路面混凝土的强度特性。添加到路面混凝土中的最佳量的纳米TiO 2 和纳米SIO 2 分别为1.0%和2.0%。获得了纳米粒子的弯曲和抗压强度之间的线性关系,显示了纳米颗粒的路面混凝土抗压强度随着弯曲强度的增加而增强,这对路面混凝土的耐久性有利。

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