Title :
Strength properties of pavement concrete containing nano-particles
Author_Institution :
Sch. of Civil Eng., Harbin Inst. of Technol., Harbin, China
Abstract :
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.
Keywords :
additives; bending strength; compressive strength; concrete; durability; roads; silicon compounds; tensile strength; titanium compounds; SiO2; TiO2; additive; compressive strength; flexural strength; linear relationship; nano-particle; pavement concrete durability; splitting tensile strength; Aggregates; Concrete; Correlation; Crystals; Road transportation; Workability; compressive strength; flexural strength; nano-particles; pavement concrete; splitting tensile strength;
Conference_Titel :
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location :
Lushan
Print_ISBN :
978-1-4577-0289-1
DOI :
10.1109/ICETCE.2011.5774419