期刊文献+

基于DIP技术的灰岩、花岗岩及砂岩人工砂粒形特征比较研究 被引量:9

Comparative study on shape features of limestone, granite and sandstone manufactured sands using the DIP method
原文传递
导出
摘要 灰岩、花岗岩和砂岩的矿物组成各不相同,都可以生产人工砂。本文基于DIP技术,研究了灰岩、花岗岩及砂岩人工砂粒形特征,并进行比较。研究发现,灰岩人工砂的纵长比最大,扁平比和粒形因数居中,球度最小;花岗岩人工砂的纵长比居中,扁平比和粒形因数最小,球度居中;砂岩人工砂纵长比最小,扁平比、粒形因数和球度最大;凸起比和丰满比相差较小。综合来看,灰岩人工砂比较狭长,花岗岩人工砂比较扁平,砂岩人工砂比较浑圆。 Three types of manufactured sand were produced with different mineral compositions of limestone, granite and sandstone, and their shape features were compared and examined using the DIP method. The results indicate that, of the three types, limestone sand has the largest lengthwise ratio and smallest sphericity with its flatness ratio and particle shape factor in the medium range; granite sand has a medium lengthwise ratio and sphericity and the smallest flatness ratio and particle shape factor; sandstone sand has the smallest lengthwise ratio and largest flatness, particle shape factor and sphericity. Overall, limestone sand is long and narrow, granite sand is flat, sandstone sand is perfectly round.
出处 《水力发电学报》 EI CSCD 北大核心 2014年第1期161-165,共5页 Journal of Hydroelectric Engineering
基金 广东省水利科技创新项目(2006-10) 乐昌峡水利枢纽工程管理处资金资助
关键词 水工材料 粒形特征 DIP技术 人工砂 材料实验 hydraulic materials particle shape character DIP method manufactured sand material test
  • 相关文献

参考文献6

  • 1Kuo C Y, Frost J D, Lai J S, Wang L B. Three-dimensional imagine analysis of aggregate particles from orthogonal projections [M]. Transportation Research Record 1526, National Research Council, Washington, DC, 1996: 98-103.
  • 2Antoine R, Courard L. Performation Strength of Geosynthetics and Sphericity of Coarse Grains: a New Approach [J]. Geotextiles and Geomembranes, 1996, 14(5): 585-6000.
  • 3Mora C F, Kwan A K H, Chan H C. Particle Size Distribution Analysis of Coarse Aggregate Using Digital Image Processing [J]. Cement & Concrete Research, 1998, 28(6): 921-930.
  • 4Kwan A K H, Mora C F, Chan H C. Particle shape analysis of coarse aggregate using digital imagine processing [J]. Cement & Concrete Research, 1999, 29(9): 1403-1410.
  • 5Mora C F, Kwan A K H, Sphericity, shape factor, and convexity measurement of coarse aggregate for concrete using digital imagine processing [J]. Cement & Concrete Research, 2000, 30(10): 351-358.
  • 6WANG Lihua, LIU Jia. Effect of Particle Shape of Limestone Manufactured Sand and Natural Sand on Concrete [C]//2013 International Conference on Material Science and Environmental Engineering, Wuhan, china, 2013: 489-494.

同被引文献90

引证文献9

二级引证文献67

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部