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Gold Science and Technology ›› 2019, Vol. 27 ›› Issue (4): 557-564.doi: 10.11872/j.issn.1005-2518.2019.04.557

• Mining Technology and Mine Management • Previous Articles     Next Articles

Plastic Strain Analysis of Mineral Particles in Red Sandstone

Chundi FENG(),Rendong HUANG()   

  1. School of Resources and Safety Engineering,Central South University,Changsha 410083,Hunan,China
  • Received:2019-02-02 Revised:2019-04-15 Online:2019-08-31 Published:2019-08-19
  • Contact: Rendong HUANG E-mail:cdfeng@csu.edu.cn;hrdlb@163.com

Abstract:

Seldom scholars have investigated the strain and stress state of mineral particles in the rock on the microscopic scale in experiment.At the same time,due to the complex shape of the internal particles of the rock,it is necessary to find suitable research methods and high-precision research instruments.Therefore,for quantitative research on the plastic strain and stress of mineral grains in sandstone under uniaxial compression,X-ray CT was used to scan three-dimensional structure for sandstone (spatial resolution of 4.6 micrometers) to investigate the movement behavior,and put forward the method of deformation gradient tensor calculation of mineral particles to investigate the plasticity of the grains and conduct statistical analysis of the results.Firstly,the displacement of sandstone mineral particles is extracted.At the same time,non-local means filtering algorithm is used to denoise images of sandstone.Then,based on the three-dimensional structure of sandstone,different mineral components are segmented.The principle strains and stress are obtained by and the deformation gradient of sandstone mineral particles.The results show that the filtering algorithm has a significant improvement effect on the CT image of sandstone.In addition,based on the X-ray CT in-situ test results of sandstone,there are relatively complex strain behaviors and stress responses in the sandstone,and significant differences in the deformation behaviors between the fracture zone and the non-fracture zone.Rock grains in Z axis direction experience compressive stress,and in the XY plane are under the effect of tensile stress.At the same time,mineral grains exist larger plastic strain,and the internal grains test of strain and stress is greater than strain and stress the sample at macro-scale.The grain plastic strain in the fracture zone and the non-fracture zone is about 30 times and 5 times bigger than on the macroscopic strain of the sample respectively,which indicate that the deformation behavior in in the microscopic of red sandstone is significantly different from that in the macroscopic sample.This method plays an important role in revealing the internal structure of rock mass and the evolution process of stress and strain state.

Key words: rock mechanics, X-ray computed tomography, plastic strain of grains, strain components, stress components, image filter, grain strength

CLC Number: 

  • TU45

Fig.1

Test devive of X ray computed tomography"

Fig.2

Image before and after processing by using Non Local Means algorithm"

Fig.3

Average strain components of grains as a function of normalized height (z) after unloading"

Fig.4

Average stress components of grains as a function of normalized height (z) after unloading"

Fig.5

Grayscale images before loading (a) and after loading (b) at 0.9 normalized height"

Fig.6

Spatial distribution of εxx after unloading"

Fig.7

Spatial distribution of εyy after unloading"

Fig.8

Spatial distribution of εzz after unloading"

Fig.9

Probability distribution of the sum of strain components for three main axes"

Fig.10

Probability distribution of strain components"

Fig.11

Probability distribution of stress components"

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