Mortar prisms made with different cements or mineral admixtures plus 30% mass of limes tone filler were stored in 2% magnesium sulfate solution at 5±1 ℃ for 1 year and their visual appearance,strength developmen...Mortar prisms made with different cements or mineral admixtures plus 30% mass of limes tone filler were stored in 2% magnesium sulfate solution at 5±1 ℃ for 1 year and their visual appearance,strength development were measured at intervals.The formation of thaumasite was checked and confirmed by XRD and FTIR.The results show that the relative resistance to thaumasite form of sulfate attack of the cements is outlined below,from best to worst:sulphoaluminate cement,sulfate resisting Portland cement,OPC.The resistance to thaumasite form of sulfate attack of mortar is remarkably improved by the addition of silica fume or ground granulated blastfurnace slag (SL),and the better the resistance to thaumasite form of sulfate attack,the more the addition of SL is.The thaumasite form of sulfate attack is decreased to a certain degree by a lower replacement of cement with fly ash,but it is accelerated by the addition of a higher amount of fly ash due to its lower reactivity.展开更多
Quality of cement is evaluated via group of tests. The most important, and close to understanding, is the compressive strength test. Recently, Egyptian standards adopted the European standards EN-196 and EN-197 for sp...Quality of cement is evaluated via group of tests. The most important, and close to understanding, is the compressive strength test. Recently, Egyptian standards adopted the European standards EN-196 and EN-197 for specifying and evaluating quality of cements. This was motivated by the large European investments in the local production of cement. The current study represents a comparative investigation, experimental and numerical, of the effect of different parameters on evaluation of compressive strength. Main parameters are shape of specimens and type of sand used for producing tested mortars. Three sets of specimens were made for ten types of cements. First set were 70.6 mm cubes molded according to old standards using single sized sand. Second group were prisms molded from standard sand (CEN sand) according to the recent standards. Third group were prisms molded from local sand sieved and regenerated to simulate same grading of CEN sand. All specimens were cured according to relevant standards and tested at different ages (2,3,7,10 and 28 days). Results show that CEM-I Type of cement does not fulfill, in all of its grades, the strength requirements of Ordinary Portland cement OPC specified in old standards. Also, the use of simulated CEN sand from local source gives strengths lower than those obtained using standard certified CEN sand. A limited number of tests were made on concrete specimens from two most common CEM-I types to investigate effect on concrete strength and results were also reported. Numerical investigation of the effect of specimen shape and type of sand on evaluation of compressive strength of mortar specimens, presented in the current study, applies one of the artificial intelligence techniques to simulate and predict the strength behavior at different ages. The Artificial Neural Network (ANN) technique is introduced in the current study to simulate the strength behavior using the available experimental data and predict the strength value at any age in the range of the experiments or in the future. The results of the numerical study showed that the ANN method with less effort was very efficiently capable of simulating the effect of specimen shape and type of sand on the strength behavior of tested mortar with different cement types.展开更多
Annular shaft kiln invented by authors is an achievement in scientific research of Wuhan University of Technology. The invention-patent technology has been applyed recently to a φ2.2×7.7m circular shaft kiln of ...Annular shaft kiln invented by authors is an achievement in scientific research of Wuhan University of Technology. The invention-patent technology has been applyed recently to a φ2.2×7.7m circular shaft kiln of semi-mechnization in Tangshan National Cement Plant. The circular shaft kiln became an annular shaft kiln after a core tube was added in it as an inner annulation. This kiln has been proved to be successful in practice. It’s output after firing on 9th october 1989 has increased by 50%. The average clinker mark of over 525 has展开更多
Continuous soil-cement wall confinement method to resist liquefaction is a new kind of process. However, whether it also has a good effect on anti-liquefaction or not needs to be urgently answered for earthquake engin...Continuous soil-cement wall confinement method to resist liquefaction is a new kind of process. However, whether it also has a good effect on anti-liquefaction or not needs to be urgently answered for earthquake engineering. Quiet boundary is adopted on the lateral face while free field boundary is employed at the bottom. Byrne model on dynamic pore water pressure generation is accepted and natural seismic wave EI Centro whose peak acceleration is adjusted to 0.2 g in proportion is used for input. A double-layer foundation with sandy soil in the upper portion while clay soil in the lower part is chosen as the calculation model, which is 30 m in length and 20 m in width. The groundwater level is on the ground surface. Excess pore water pressure rate is considered as a liquefaction index in the three-dimensional non-linear earthquake response computation. The anti-liquefaction effectiveness and its influencing factors, such as confinement element area are studied. For the natural double-layer foundation, it is liquefied when the excess pore water pressure rate reaches 1.0 under the seismic load. Under the same earthquake load, the peak excess pore water pressure reduces to 0.56 after adopting reinforcement of the continuous soil-cement wall, which is 46% lower than before. It indicates that continuous soil-cement wall confinement method can attain the purpose of anti-liquefaction. Accordingly, it can be a sort of engineering measure to carry on the anti-liquefaction foundation treatment.展开更多
Produced by the production of sulfuric acid from kaolinite type when the Fe2O3 and metakaolin together constitute the kaolinite type pyrite cinder is a typical industrial solid waste. Only in southern Sichuan China st...Produced by the production of sulfuric acid from kaolinite type when the Fe2O3 and metakaolin together constitute the kaolinite type pyrite cinder is a typical industrial solid waste. Only in southern Sichuan China storage capacity has reached millions of tons, that caused serious impact on ecology and environment in this area. It also caused serious waste of resources. The magnetite concentrate and given priority to with partial kaolinite pyrite cinder tailings that were obtained by grinding and magnetic separation. This experiment studied the relationship composition and particle size with its activity when cinder tailings as cement mixed material. The results show that the particle size of D90 were 88 micron, 56 micron, 40 micron, the activity index were 1.036, 1.068, 1.102. The slag after magnetic separation is a kind of very good activity of cement mixed material. It can make good use of the industrial solid waste.展开更多
目的探究生物型髋关节置换术在治疗股骨颈骨折患者中对其远期髋关节功能的影响。方法选取2020年2月-2023年2月我院收治的股骨颈骨折患者60例,按照信封法将其分为参照组和观察组,每组各30例。参照组行骨水泥型髋关节置换术,观察组行生物...目的探究生物型髋关节置换术在治疗股骨颈骨折患者中对其远期髋关节功能的影响。方法选取2020年2月-2023年2月我院收治的股骨颈骨折患者60例,按照信封法将其分为参照组和观察组,每组各30例。参照组行骨水泥型髋关节置换术,观察组行生物型髋关节置换术。利用Harris髋关节评分量表(Harris hip score,Harris)对两组患者髋关节功能进行测评,并对两组患者围术期指标、术后并发症发生率进行对比。结果入院当日组间Harris量表评分比较,无显著性差异(P>0.05);入院当日组内Harris量表评分对比,术后1年均更高,具有显著性差异(P<0.05);术后1年组间Harris量表评分对比,观察组均高于参照组,具有显著性差异(P<0.05);组间围术期指标对比,观察组术中出血量更少、手术时间更短、术后引流量更少,具有显著性差异(P<0.05);组间并发症发生率对比,观察组更低,具有显著性差异(P<0.05)。结论选用生物型髋关节置换术治疗股骨颈骨折患者,远期髋关节功能恢复情况较佳、手术时间更短、术后骨水泥有关并发症发生风险较低,在未合并骨质疏松的股骨颈骨折患者治疗中可将生物型髋关节置换术作为首选治疗手段。展开更多
文摘Mortar prisms made with different cements or mineral admixtures plus 30% mass of limes tone filler were stored in 2% magnesium sulfate solution at 5±1 ℃ for 1 year and their visual appearance,strength development were measured at intervals.The formation of thaumasite was checked and confirmed by XRD and FTIR.The results show that the relative resistance to thaumasite form of sulfate attack of the cements is outlined below,from best to worst:sulphoaluminate cement,sulfate resisting Portland cement,OPC.The resistance to thaumasite form of sulfate attack of mortar is remarkably improved by the addition of silica fume or ground granulated blastfurnace slag (SL),and the better the resistance to thaumasite form of sulfate attack,the more the addition of SL is.The thaumasite form of sulfate attack is decreased to a certain degree by a lower replacement of cement with fly ash,but it is accelerated by the addition of a higher amount of fly ash due to its lower reactivity.
文摘Quality of cement is evaluated via group of tests. The most important, and close to understanding, is the compressive strength test. Recently, Egyptian standards adopted the European standards EN-196 and EN-197 for specifying and evaluating quality of cements. This was motivated by the large European investments in the local production of cement. The current study represents a comparative investigation, experimental and numerical, of the effect of different parameters on evaluation of compressive strength. Main parameters are shape of specimens and type of sand used for producing tested mortars. Three sets of specimens were made for ten types of cements. First set were 70.6 mm cubes molded according to old standards using single sized sand. Second group were prisms molded from standard sand (CEN sand) according to the recent standards. Third group were prisms molded from local sand sieved and regenerated to simulate same grading of CEN sand. All specimens were cured according to relevant standards and tested at different ages (2,3,7,10 and 28 days). Results show that CEM-I Type of cement does not fulfill, in all of its grades, the strength requirements of Ordinary Portland cement OPC specified in old standards. Also, the use of simulated CEN sand from local source gives strengths lower than those obtained using standard certified CEN sand. A limited number of tests were made on concrete specimens from two most common CEM-I types to investigate effect on concrete strength and results were also reported. Numerical investigation of the effect of specimen shape and type of sand on evaluation of compressive strength of mortar specimens, presented in the current study, applies one of the artificial intelligence techniques to simulate and predict the strength behavior at different ages. The Artificial Neural Network (ANN) technique is introduced in the current study to simulate the strength behavior using the available experimental data and predict the strength value at any age in the range of the experiments or in the future. The results of the numerical study showed that the ANN method with less effort was very efficiently capable of simulating the effect of specimen shape and type of sand on the strength behavior of tested mortar with different cement types.
文摘Annular shaft kiln invented by authors is an achievement in scientific research of Wuhan University of Technology. The invention-patent technology has been applyed recently to a φ2.2×7.7m circular shaft kiln of semi-mechnization in Tangshan National Cement Plant. The circular shaft kiln became an annular shaft kiln after a core tube was added in it as an inner annulation. This kiln has been proved to be successful in practice. It’s output after firing on 9th october 1989 has increased by 50%. The average clinker mark of over 525 has
基金Project(50639010, 90815020) supported by the National Natural Science Foundation of ChinaProject(JKCX-200602) supported by South-to-North Water Diversion in Jiangsu Province, China
文摘Continuous soil-cement wall confinement method to resist liquefaction is a new kind of process. However, whether it also has a good effect on anti-liquefaction or not needs to be urgently answered for earthquake engineering. Quiet boundary is adopted on the lateral face while free field boundary is employed at the bottom. Byrne model on dynamic pore water pressure generation is accepted and natural seismic wave EI Centro whose peak acceleration is adjusted to 0.2 g in proportion is used for input. A double-layer foundation with sandy soil in the upper portion while clay soil in the lower part is chosen as the calculation model, which is 30 m in length and 20 m in width. The groundwater level is on the ground surface. Excess pore water pressure rate is considered as a liquefaction index in the three-dimensional non-linear earthquake response computation. The anti-liquefaction effectiveness and its influencing factors, such as confinement element area are studied. For the natural double-layer foundation, it is liquefied when the excess pore water pressure rate reaches 1.0 under the seismic load. Under the same earthquake load, the peak excess pore water pressure reduces to 0.56 after adopting reinforcement of the continuous soil-cement wall, which is 46% lower than before. It indicates that continuous soil-cement wall confinement method can attain the purpose of anti-liquefaction. Accordingly, it can be a sort of engineering measure to carry on the anti-liquefaction foundation treatment.
文摘Produced by the production of sulfuric acid from kaolinite type when the Fe2O3 and metakaolin together constitute the kaolinite type pyrite cinder is a typical industrial solid waste. Only in southern Sichuan China storage capacity has reached millions of tons, that caused serious impact on ecology and environment in this area. It also caused serious waste of resources. The magnetite concentrate and given priority to with partial kaolinite pyrite cinder tailings that were obtained by grinding and magnetic separation. This experiment studied the relationship composition and particle size with its activity when cinder tailings as cement mixed material. The results show that the particle size of D90 were 88 micron, 56 micron, 40 micron, the activity index were 1.036, 1.068, 1.102. The slag after magnetic separation is a kind of very good activity of cement mixed material. It can make good use of the industrial solid waste.
文摘目的探究生物型髋关节置换术在治疗股骨颈骨折患者中对其远期髋关节功能的影响。方法选取2020年2月-2023年2月我院收治的股骨颈骨折患者60例,按照信封法将其分为参照组和观察组,每组各30例。参照组行骨水泥型髋关节置换术,观察组行生物型髋关节置换术。利用Harris髋关节评分量表(Harris hip score,Harris)对两组患者髋关节功能进行测评,并对两组患者围术期指标、术后并发症发生率进行对比。结果入院当日组间Harris量表评分比较,无显著性差异(P>0.05);入院当日组内Harris量表评分对比,术后1年均更高,具有显著性差异(P<0.05);术后1年组间Harris量表评分对比,观察组均高于参照组,具有显著性差异(P<0.05);组间围术期指标对比,观察组术中出血量更少、手术时间更短、术后引流量更少,具有显著性差异(P<0.05);组间并发症发生率对比,观察组更低,具有显著性差异(P<0.05)。结论选用生物型髋关节置换术治疗股骨颈骨折患者,远期髋关节功能恢复情况较佳、手术时间更短、术后骨水泥有关并发症发生风险较低,在未合并骨质疏松的股骨颈骨折患者治疗中可将生物型髋关节置换术作为首选治疗手段。
