Experimental Studies on Adiabatic Temperature Rise and Analysis of Regressive Models in RCC
In this paper, systemic analysis is applied to study the influence factors of adiabatic temperature rise in concrete. Experimental studies on the hydration heat evolution law of RCC is about the dosage of gel material and mineral admixture. Standard deviation (5) and relative coefficient (R) are applied to evaluate the inversion precision in regressive models of exponent and hyperbola about adiabatic temperature rise in RCC. This paper presents a favorable hyperbolic relationship between adiabatic temperature rise and power function of time by the summary of the law of adiabatic temperature rise and inversion results in different concrete. Example analysis shows that this model improved the precision of inversion and prediction about adiabatic temperature rise in RCC.
Concrete adiabatic temperature rise regressive model power function
Tang Xiusheng Liu Xingrong Huang Guohong Cai Ming
R-D High Technology Co., Nanjing Hydraulic Research Institute, No. 34 Hujuguan,Nanjing 210024, China R-D High Technology Co., Nanjing Hydraulic Research Institute,No. 34 Hujuguan, Nanjing 210024, China R-D High Technology Co., Nanjing Hydraulic search Institute, No. 34 Hujuguan, Nanjing 210024, China R-D High Technology Co.,Nanjing Hydraulic Research Institute, No. 34 Hujuguan, Nanjing 210024, China
国际会议
第五届碾压混凝土坝国际研讨会(The Fifth International Symposium on Roller Compacted Concrete(RCC))
贵阳
英文
673-676
2007-11-02(万方平台首次上网日期,不代表论文的发表时间)