Study on the shape and specific surface area characteristics of blasting gravel particles of limestone in Hangudi quarry of Baihetan

被引:0
|
作者
Li R. [1 ,2 ]
Lu W. [1 ,2 ]
Yin Y. [3 ]
Yu Y. [3 ]
Chen M. [1 ,2 ]
Xia W. [1 ,2 ]
Yan P. [1 ,2 ]
机构
[1] State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan, 430072, Hubei
[2] Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of Ministry of Education, Wuhan University, Wuhan, 430072, Hubei
[3] Sino-hydro Eighth Bureau Co., Ltd., Changsha, 410004, Hunan
基金
中国国家自然科学基金;
关键词
3D laser scanning; Blasting gravel particles; Image analysis; Rock mechanics; Specific surface area;
D O I
10.13722/j.cnki.jrme.2018.1367
中图分类号
学科分类号
摘要
A number of blasting gravel particles of limestone with the particle size ranging from 5 to 1 000 mm were randomly selected in the Hangudi quarry and then were classified into 5 groups according to the form. The particles outline projections were obtained by the 3D laser scanner and the self-designed measurement system, and the shape parameters of blasting gravel particles were calculated and analyzed by image processing technology and SPSS. The change law of the specific surface area of the 5 types of blasting gravel particles was analyzed, and the cumulative distribution curve of the specific surface area was drawn. The results show that the proportions of hexahedral, pentahedral, tetrahedral, flat and elongated, and irregular polyhedron particles are respectively 52%, 17%, 13%, 13% and 5% in muckpiles. The hexahedron particles are most similar to a sphere in shape, followed by pentahedron and tetrahedron particles. The roundness and sphericity of 5 types of gravel particles increase with increasing the particle size, and the angularity is stronger as the particle size decreases. The surface texture of the gravel particles selected is similar and the specific surface area is in the range of 179.84-3.82 mm2/g with a specific charge of 0.37-0.38 kg/m3. The differences of the specific surface area between 5 types of gravel particles can be ignored in the case of the same particle size, and the specific surface area decreases exponentially with increasing the particle size. The cumulative distribution curve of the specific surface area can be obtained by using the gradation curve and the specific surface area curve. © 2019, Science Press. All right reserved.
引用
收藏
页码:1344 / 1354
页数:10
相关论文
共 30 条
  • [11] Tian K., Zhang H., Luo Y., Shear strength and stress-strain properties of rockfill materials, Chinese Journal of Rock Mechanics and Engineering, 24, 4, pp. 657-661, (2005)
  • [12] Ma G., Zhou W., Chang X., Et al., Mesoscopic mechanism study of scale effects of rockfill, Chinese Journal of Rock Mechanics and Engineering, 31, 12, pp. 2473-2482, (2012)
  • [13] Barrett P.J., The shape of rock particles, a criticaI review, Sedimentology, 27, 3, pp. 291-303, (2010)
  • [14] Zhang J., Ye J., Chen J., Et al., A preliminary study of measurement and evaluation of breakstone grain shape, Rock and Soil Mechanics, 37, 2, pp. 343-349, (2016)
  • [15] Zhang D., Huang X., Zhao Y., Investigation of the shape, size, angularity and surface texture properties of coarse aggregates, Construction and Building Materials, 34, 9, pp. 330-336, (2012)
  • [16] Liu Q., Xiang W., Lehane B.M., Et al., Experimental study of effect of particle shapes on shear strength of sand and tip resistance of driven piles, Chinese Journal of Rock Mechanics and Engineering, 30, 2, pp. 400-410, (2011)
  • [17] Wu S., Yang C., Zhang C., Et al., The effects of silt content on the mechanical properties of tailings, Chinese Journal of Rock Mechanics and Engineering, 36, 8, pp. 2007-2017, (2017)
  • [18] Yang Y., Wei Z., Chen Y., Et al., Study on the shapes of tailings particles based on microscopy and image processing technologies, Chinese Journal of Rock Mechanics and Engineering, 36, pp. 3689-3695, (2017)
  • [19] Rao C., Tutumluer E., Stefanski J.A., Flat and elongated ratios and gradation of coarse aggregates using a new image analyzer, ASTM Journal of Testing and Standard, 29, 5, pp. 79-89, (2001)
  • [20] Zou D., Tian J., Liu J., Et al., Three-dimensional shape of rockfill material and its influence on particle breakage, Rock and Soil Mechanics, 39, 10, pp. 3525-3530, (2018)