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细骨料混凝土
相关语句
  fine aggregate concrete
     Experimental Study of Macroscopic Fracture of Fine Aggregate Concrete
     细骨料混凝土细观断裂试验研究
短句来源
     The three-point bending fracture tests of fine aggregate concrete were conducted on an electro-hydraulic testing system with scanning electronic microscope (SEM), from which the SEM photographs of the cracks growth of fine aggregate were obtained at different load levels.
     用带扫描电镜的电液伺服试验系统对细骨料混凝土进行了断裂试验,拍摄到了不同荷载水平下裂纹扩展过程的SEM图像。
短句来源
  相似匹配句对
     Experimental Study of Macroscopic Fracture of Fine Aggregate Concrete
     骨料混凝土观断裂试验研究
短句来源
     Aggregate of recycled concrete
     再生混凝土骨料
短句来源
     Research on Fractal Characteristics of the Size-Distribution of Concrete Aggregates
     混凝土骨料级配的分形特征研究
短句来源
     A study on water-cooled chrome-slag as fine aggregate for concrete
     水淬铬渣作混凝土骨料的研究
短句来源
     An Option on the Aggregate of Refractory Concrete
     耐热混凝土骨料的选择
短句来源
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  fine concrete
Work has also been completed by the authors on the pumping and rheology of the fine concrete mixes presented here (Austin SA, Goodier, CI, Robins PJ (2005).
      
Crack resistance of fine concrete reinforced with steel fibers
      
The vacuuming part cleans the fine concrete material loosed by the steel balls.
      


The diffirent forms for overflow dam section in the river bed and no-overflow dam section inthe left bank were adopted in design of RCC dam of Tianshengqiao-ⅡHydropower Station. The seepageproof layer which is common concrete and RCC of the dam body have diffirent models in-dividing. blocks.Some stress releasing holes are set up in the downstream crack ends of the layer. In order to reinforce thecombination of RCC layers some measures such as reducing aggregate separation and shorting the exposingtime of the...

The diffirent forms for overflow dam section in the river bed and no-overflow dam section inthe left bank were adopted in design of RCC dam of Tianshengqiao-ⅡHydropower Station. The seepageproof layer which is common concrete and RCC of the dam body have diffirent models in-dividing. blocks.Some stress releasing holes are set up in the downstream crack ends of the layer. In order to reinforce thecombination of RCC layers some measures such as reducing aggregate separation and shorting the exposingtime of the layers, as well as casting cement mud and fine aggregate concrete on certaine scone of surface inupstream were taken. construction the dam using RCC saved materials and funds, shorted the contructionperiod.

天生桥二级水电站碾压混凝土重力坝,对河床溢流坝和左岸非溢流坝,采用不同的结构形式。坝体结构简单,坝面“金包银”防渗层和坝体碾压混凝土采取各自相应的分缝分块形式。在防渗层缝端设置应力释放孔。对碾压混凝土坝体用钻孔法设置诱导缝。对碾压混凝土层间结合,除减少骨料分离和控制层面处理等措施外,在上游侧一定范围内铺水泥沙浆或细骨料混凝土以加强层面胶结性能。采用碾压混凝土筑坝比原设计的混凝土节约“三材”用量和工程投资,缩短了建设工期。

The three-point bending fracture tests of fine aggregate concrete were conducted on an electro-hydraulic testing system with scanning electronic microscope (SEM), from which the SEM photographs of the cracks growth of fine aggregate were obtained at different load levels. The images of crack path were analyzed systematically using fractal geometry method, and it showed that the growth paths of crack were of fractal property. Besides, through the analyses in theory, the relationship between the fractal dimension...

The three-point bending fracture tests of fine aggregate concrete were conducted on an electro-hydraulic testing system with scanning electronic microscope (SEM), from which the SEM photographs of the cracks growth of fine aggregate were obtained at different load levels. The images of crack path were analyzed systematically using fractal geometry method, and it showed that the growth paths of crack were of fractal property. Besides, through the analyses in theory, the relationship between the fractal dimension D of crack path and the fracture energy GF calculated by means of conventional calculation method has been derived, i.e. , which is well conformable with the test results.

用带扫描电镜的电液伺服试验系统对细骨料混凝土进行了断裂试验,拍摄到了不同荷载水平下裂纹扩展过程的SEM图像。对应于荷载水平,对这些断裂过程的细观图片进行了系统的分析,表明裂纹扩展路径具有明显分形性质。此外,从理论上分析得出断裂路径的分维数D与传统方法计算的断裂能GF之间存在着InGF∝D的关系,这一结论与试验结果吻合较好。

 
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