To develop a smelting process for the comprehensive utilization of high-chromium vanadium-titanium magnetite(HCVTM),the micro-sinter test was applied to investigate the influence of basicity and temperature on the HCV...To develop a smelting process for the comprehensive utilization of high-chromium vanadium-titanium magnetite(HCVTM),the micro-sinter test was applied to investigate the influence of basicity and temperature on the HCVTM sinters.The bonding phase strength(BS) was tested via an electronic universal testing machine.The phase transformations of the HCVTM sinters were detected via X-ray diffraction(XRD),whereas the structure and mineralogy of the HCVTM sinters under different temperatures and basicities were detected via scanning electron microscopy in combination with energy-dispersive spectroscopy(SEM–EDS).Our results demonstrate that the BS of the HCVTM sinters exhibits a slightly increasing tendency with an increase in temperature when the basicity is 2.4 and within the range of 2.8–4.0.Many cracks,small size crystals,and dependent phase structures are generated by increasing the sinter basicity.The BS is lower than 4000 N when the basicity is 2.2 and 2.8.When the temperature is in the range of 1280–1300?C,the BS exceeds 4000 N with the basicity of 2.0,2.4,and 3.4–4.0.The pore size of the HCVTM sinters increases with the increase of the temperature.The perovskite decreases,whereas the silicate phase increases with basicity higher than 3.2.This study provides theoretical and technical foundations for the effective production of HCVTM sinters.展开更多
The objective of this study was to verify the effect of fiber grid reinforcement on the longterm performance of asphalt overlay pavements by performing field investigation, laboratory test, and finite element analysis...The objective of this study was to verify the effect of fiber grid reinforcement on the longterm performance of asphalt overlay pavements by performing field investigation, laboratory test, and finite element analysis. Crack, rutting, roughness, and other miscellaneous distresses of fiber-grid-reinforced overlay sections and ordinary overlay sections were compared. Pavement conditions of fiber grid overlay sections before and after the overlay were also compared. Cores were obtained from the fiber-grid-reinforced and ordinary sections to measure bonding shear strength between the intermediate and overlay layers.Fracture energy, displacement after yield, and shear stiffness of the cores were also obtained by analyzing the test results. Finite element analysis was performed by using the test results to validate the effect of the fiber grid reinforcement on the long-term performance of asphalt overlay pavements. Rutting and fatigue cracking were predicted for three cases: 1) fiber grid was not used;2) glass fiber grid was used;and 3) carbon fiber grid was used. The cracking ratio of fiber-grid-reinforced sections was much smaller than that of ordinary sections. The results of field investigation, laboratory test, and finite element analysis showed that the fiber grid reinforcement improved the long-term performance of asphalt overlay pavements.展开更多
基金financially supported by the National Basic Research Program of China (No.2013CB632603)the National Key Technology R&D Program of China (No.2015BAB19B02)the National Natural Science Foundation of China (Nos.51674084,51174051,and 51574082)
文摘To develop a smelting process for the comprehensive utilization of high-chromium vanadium-titanium magnetite(HCVTM),the micro-sinter test was applied to investigate the influence of basicity and temperature on the HCVTM sinters.The bonding phase strength(BS) was tested via an electronic universal testing machine.The phase transformations of the HCVTM sinters were detected via X-ray diffraction(XRD),whereas the structure and mineralogy of the HCVTM sinters under different temperatures and basicities were detected via scanning electron microscopy in combination with energy-dispersive spectroscopy(SEM–EDS).Our results demonstrate that the BS of the HCVTM sinters exhibits a slightly increasing tendency with an increase in temperature when the basicity is 2.4 and within the range of 2.8–4.0.Many cracks,small size crystals,and dependent phase structures are generated by increasing the sinter basicity.The BS is lower than 4000 N when the basicity is 2.2 and 2.8.When the temperature is in the range of 1280–1300?C,the BS exceeds 4000 N with the basicity of 2.0,2.4,and 3.4–4.0.The pore size of the HCVTM sinters increases with the increase of the temperature.The perovskite decreases,whereas the silicate phase increases with basicity higher than 3.2.This study provides theoretical and technical foundations for the effective production of HCVTM sinters.
文摘The objective of this study was to verify the effect of fiber grid reinforcement on the longterm performance of asphalt overlay pavements by performing field investigation, laboratory test, and finite element analysis. Crack, rutting, roughness, and other miscellaneous distresses of fiber-grid-reinforced overlay sections and ordinary overlay sections were compared. Pavement conditions of fiber grid overlay sections before and after the overlay were also compared. Cores were obtained from the fiber-grid-reinforced and ordinary sections to measure bonding shear strength between the intermediate and overlay layers.Fracture energy, displacement after yield, and shear stiffness of the cores were also obtained by analyzing the test results. Finite element analysis was performed by using the test results to validate the effect of the fiber grid reinforcement on the long-term performance of asphalt overlay pavements. Rutting and fatigue cracking were predicted for three cases: 1) fiber grid was not used;2) glass fiber grid was used;and 3) carbon fiber grid was used. The cracking ratio of fiber-grid-reinforced sections was much smaller than that of ordinary sections. The results of field investigation, laboratory test, and finite element analysis showed that the fiber grid reinforcement improved the long-term performance of asphalt overlay pavements.
