Fly ash and diatomite were mixed uniformly and ground within various time scale and fly ash/diatomite admixtures with variable particle sizes were obtained. Effects of particle size distributions of the admixtures on ...Fly ash and diatomite were mixed uniformly and ground within various time scale and fly ash/diatomite admixtures with variable particle sizes were obtained. Effects of particle size distributions of the admixtures on the mechanical properties and porosity of concrete were studied. The relationship between the size distribution of the admixture and the concrete porosity was obtained based on the regression analysis of the data. The results show that compressive and flexural strengths of the concrete at 3 d and 7 d increase with the decrease of the admixture particle size. With regards to the concrete at 14 d, lowering the particle size of fly ash/diatomite admixture leads to the increasing of the compressive and flexural strength of the concrete, before decreasing afterwards again. At the d50 value of 15.2 μm, the mechanical properties of concrete were greatly improved. In addition, finer particle of the fly ash/diatomite admixture leads to significant micro-aggregate effect and volcanic ash effect and thus obtains denser pore structure, smaller porosity and higher hydration degree of the cementitious material. Especially for the samples curing at the early stage, the improving effect on the pore structure was obvious.展开更多
The polycrystalline colossal magnetoresistive double-layered manganite samples R1.2Sr1.8Mn2O7（R = La Pr, Nd, Sm） were prepared by the sol–gel method and their room temperature elastic behavior was investigated by u...The polycrystalline colossal magnetoresistive double-layered manganite samples R1.2Sr1.8Mn2O7（R = La Pr, Nd, Sm） were prepared by the sol–gel method and their room temperature elastic behavior was investigated by ultrasonic pulse transmission technique at 1 MHz. The values of elastic constants were calculated from longitudinal and shear velocities and they were corrected to zero porosity using Hasselman and Fulrath＇s formulae. The elastic constants of the samples were also estimated by Modi＇s heterogeneous metal-mixture rule which is based on the metal ions present in the samples. The measured,corrected, and estimated values of elastic moduli are found to increase with decreasing rare earth ion size. The variation of elastic moduli with the size of the rare earth ion is interpreted in terms of strength of interatomic bonding.展开更多
基金Funded by the National Natural Science Foundation of China(No.51472168)
文摘Fly ash and diatomite were mixed uniformly and ground within various time scale and fly ash/diatomite admixtures with variable particle sizes were obtained. Effects of particle size distributions of the admixtures on the mechanical properties and porosity of concrete were studied. The relationship between the size distribution of the admixture and the concrete porosity was obtained based on the regression analysis of the data. The results show that compressive and flexural strengths of the concrete at 3 d and 7 d increase with the decrease of the admixture particle size. With regards to the concrete at 14 d, lowering the particle size of fly ash/diatomite admixture leads to the increasing of the compressive and flexural strength of the concrete, before decreasing afterwards again. At the d50 value of 15.2 μm, the mechanical properties of concrete were greatly improved. In addition, finer particle of the fly ash/diatomite admixture leads to significant micro-aggregate effect and volcanic ash effect and thus obtains denser pore structure, smaller porosity and higher hydration degree of the cementitious material. Especially for the samples curing at the early stage, the improving effect on the pore structure was obvious.
文摘The polycrystalline colossal magnetoresistive double-layered manganite samples R1.2Sr1.8Mn2O7（R = La Pr, Nd, Sm） were prepared by the sol–gel method and their room temperature elastic behavior was investigated by ultrasonic pulse transmission technique at 1 MHz. The values of elastic constants were calculated from longitudinal and shear velocities and they were corrected to zero porosity using Hasselman and Fulrath＇s formulae. The elastic constants of the samples were also estimated by Modi＇s heterogeneous metal-mixture rule which is based on the metal ions present in the samples. The measured,corrected, and estimated values of elastic moduli are found to increase with decreasing rare earth ion size. The variation of elastic moduli with the size of the rare earth ion is interpreted in terms of strength of interatomic bonding.
