期刊文献+

非规则岩质颗粒形貌对其破碎力的影响 被引量:3

Influence of Irregular Rock Particles Shape in Breaking Force
原文传递
导出
摘要 探究天然颗粒形貌对其破碎力的影响,对两河口的非规则灰岩颗粒进行平板压缩试验,用扁平度、细长度和不同类型的等效面描述颗粒形貌。试验结果表明:扁平度和细长度分布在一定范围内的非规则灰岩颗粒,其平板压缩破碎力与等效面积呈线性关系。根据线性关系最好的等效面,可以简单预估颗粒的平板压缩破碎力。 The irregular limestone particles from Lianghekou were investigated to explore the influence of shape of natural particles on its crushing force by the plates compression test.The flatness ratio,elongation ratio and equivalent areas were used to describe particle shapes.The experimental results showed that flatness ratio and elongation ratio distributed the irregular limestone particle in a certain range,whose breaking force and equivalent area show a linear relationship.The equivalent area of best linear relationship can simply predicted the plates compression crushing force of irregular limestone particles.
出处 《武汉理工大学学报》 CAS 北大核心 2015年第5期64-69,共6页 Journal of Wuhan University of Technology
基金 国家自然科学基金(11372230)
关键词 非规则形貌 灰岩颗粒 破碎力 平板压缩 irregular shape limestone particle breaking force plate compression
  • 相关文献

参考文献15

二级参考文献59

共引文献293

同被引文献28

  • 1尚振宏,刘明业.二值图像中拐点的实时检测算法[J].中国图象图形学报(A辑),2005,10(3):295-300. 被引量:20
  • 2刘汉龙,秦红玉,高玉峰,周云东.堆石粗粒料颗粒破碎试验研究[J].岩土力学,2005,26(4):562-566. 被引量:142
  • 3尹贤刚,李庶林,唐海燕.岩石破坏声发射强度分形特征研究[J].岩石力学与工程学报,2005,24(19):3512-3516. 被引量:79
  • 4易成,王长军,张亮,陈忠辉,谢和平.基于两体相互作用问题的粗糙表面形貌描述指标系统的研究[J].岩石力学与工程学报,2006,25(12):2481-2492. 被引量:28
  • 5徐卫亚 杨圣奇.节理岩石剪切流变特性试验与模型研究.岩石力学与工程学报,2005,24(2):5536-5542.
  • 6Griggs D.Creep of Rocks[J].Jourual of Geology, 1939,47( 3 ):225-251.
  • 7Nakata Y, Hyodo M, Hyde A F L, et al.Microscopic Particle Crushing of Sand Subjected to High Pressure One-Dimensional Compression.[J].Soils & Foundations, 2001, 41 (1): 69-82.
  • 8Nakata Y, Kato Y, Hyodo M, et al.ONE-DIMENSIONAL COMPRESSION BEHAVIOUR OF UNIFORMLY GRADED SAND RELATED TO SINGLE PARTICLE CRUSHING STRENGTH[J].Joumal of the Japanese Geotechnical Society Soils & Foundation, 2001,41( 2 ): 39-51.
  • 9Lade P V, Karimpour H.Static fatigue controls particle crushing and time effects in granular materials[J]. Soils & Foundations, 2010, 50 (5): 573-583.
  • 10Cho G C, Dod&J, SantamarinaJ C.Closure to "particle Shape Effects on Pacldng Density , Stiffness, and Strength: Natural and Crushed Sands" by Gye-Chun Cho, Jake Dodds, andJ.Carlos Santamarina[J].Joumal of Geotechnical & Geoenvironmental Engineering, 2007, 133 ( 11 ): 1474-1474.

引证文献3

二级引证文献1

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