›› 2015, Vol. 36 ›› Issue (S1): 471-476.doi: 10.16285/j.rsm.2015.S1.081

• Geotechnical Engineering • Previous Articles     Next Articles

Shape changes of various minerals on granite surface during uniaxial compression test

AN Chen-hao, XU Jin-ming, SUN Hao, LIU Fang   

  1. Department of Civil Engineering, Shanghai University, Shanghai 200072, China
  • Received:2015-03-28 Online:2015-07-11 Published:2018-06-14

Abstract: The shape changes of the minerals on the surface reflect the deformation/failure process of the rock material. In the current study, after analyzing the textual features of various mineral regions on a granite specimen surface, the video images photographed during the laboratory uniaxial compression test and the grayscale threshold segmentation were used to investigate the distributions of the minerals in each frame. The shape parameters were extracted from the frame to depict the configuration features of various compositions at any time during the deformations of the rock. The relations between the changes in shape parameters of various compositions and the propagation process of cracks were further explored. It is shown that during the deformation of the granite under the external load, the magnitude sequence of the circularity is feldspar, biotite, and quartz; that of the inscribed circle radius is biotite, feldspar, and quartz; and that of the variance index is feldspar, biotite, and quartz; the feldspar region beard the most part of the axial load; and the shape changes of the feldspar regions are much depended on the actual locations; during the failure of the specimen; the magnitude sequences of the areas are feldspar, quartz, and biotite where new cracks generated; and the most of the cracks propagated on the feldspar and quartz regions if the cracks developed quickly.

Key words: granite, test video, image processing, shape feature

CLC Number: 

  • TU 452
[1] ZHANG Feng-rui, JIANG An-nan, YANG Xiu-rong, SHEN Fa-yi. Experimental and model research on shear creep of granite under freeze-thaw cycles [J]. Rock and Soil Mechanics, 2020, 41(2): 509-519.
[2] JIN Ai-bing, LIU Jia-we, ZHAO Yi-qing, WANG Ben-xin, SUN Hao, WEI Yu-dong, . Mechanical characteristics analysis of granite under unloading conditions [J]. Rock and Soil Mechanics, 2019, 40(S1): 459-467.
[3] CAI Yu, XU Lin-rong, ZHOU De-quan, DENG Chao, FENG Chen-xi, . Model test research on method of self-balance and traditional static load [J]. Rock and Soil Mechanics, 2019, 40(8): 3011-3018.
[4] YIN Xiao-meng, YAN E-chuan, WANG Lu-nan, CHEN Li, . Quantitative microstructure information extraction and microscopic morphology analysis of anisotropic schist [J]. Rock and Soil Mechanics, 2019, 40(7): 2617-2627.
[5] WU Jin-wen, FENG Zi-jun, LIANG Dong, BAO Xian-kai, . Characteristics of granite failure by injecting high-temperature-vapour under uniaxial stress [J]. Rock and Soil Mechanics, 2019, 40(7): 2637-2644.
[6] LIU Jian, CHEN Liang, WANG Chun-ping, MA Li-ke, WANG Ju. A new method of calculating gas permeability of rock under unsteady flow condition and its application [J]. Rock and Soil Mechanics, 2019, 40(5): 1721-1730.
[7] LANG Ying-xian, LIANG Zheng-zhao, DUAN Dong, CAO Zhi-lin, . Three-dimensional parallel numerical simulation of porous rocks based on CT technology and digital image processing [J]. Rock and Soil Mechanics, 2019, 40(3): 1204-1212.
[8] WANG Dong-wei, LU Wu-ping, TANG Chao-sheng, ZHAO Hong-wei, LI Sheng-jie, LIN Luan, LENG Ting, . Sample preparation technique and microstructure quantification method for sandy soil [J]. Rock and Soil Mechanics, 2019, 40(12): 4783-4792.
[9] WANG Bu-xue-yan, MENG Qing-shan, WEI Chang-fu, CHEN Min, YAN Ke, ZHANG Po-yu, . Quantitative experimental study of the morphology of coral sand and gravel particles under multiple projection surfaces [J]. Rock and Soil Mechanics, 2019, 40(10): 3871-3878.
[10] ZHAO Fei, WANG Hong-jian, HE Man-chao, YUAN Guang-xiang, LUO Yao-wu, . Acoustic emission characteristics of granite specimens with different heights in rockburst tests [J]. Rock and Soil Mechanics, 2019, 40(1): 135-146.
[11] GUO Lin-ping, KONG Ling-wei, XU Chao, YANG Ai-wu,. Preliminary study of quantitative relationships between physical and mechanical indices of granite residual soil in Xiamen [J]. , 2018, 39(S1): 175-180.
[12] HUANG Wei, XIANG Wei, WANG Jing-e, CHENG Chao-jie, CUI De-shan, LIU Qing-bing,. Development and application of digital image processing technology based soil tensile apparatus [J]. , 2018, 39(9): 3486-3494.
[13] XIE Jing-li, MA Li-ke, GAO Yu-feng, CAO Sheng-fei, LIU Yue-miao. Thermal conductivity of mixtures of Beishan bentonite and crushed granite [J]. , 2018, 39(8): 2823-2828.
[14] XIA Jia-guo, GAO Wei, CHENG Ya-xing, HU Rui-lin, XU Pei-fen, SUI Hao-yue, . A new approach for precise detection of the geological structure of soil-rock mixture deposit and its application [J]. , 2018, 39(8): 3087-3094.
[15] FU Ru, HU Xin-li, ZHOU Bo, WANG Hua-bin, WANG Jian-feng,. A quantitative characterization method of 3D morphology of sand particles [J]. , 2018, 39(2): 483-490.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] WEI Long-hai, WANG Ming-nian, ZHAO Dong-ping, JI Yan-lei. Study of deformation controlling measures for large-span shallow tunnel[J]. , 2010, 31(2): 577 -581 .
[2] CHEN Yun-ping, WANG Si-jing. Elastoplastic response of saturated rocks subjected to multilevel cyclic loading[J]. , 2010, 31(4): 1030 -1034 .
[3] CHEN Yu,ZHANG Qing-he,ZHU Ji-wen,YAO Hai-ming. Coupled fluid-mechanical analysis of DOT shield tunnel construction beneath adjacent existing underpass[J]. , 2010, 31(6): 1950 -1955 .
[4] JIA Qiang,ZHANG Xin. Numerical analysis of slab underpinning construction in development of underground space[J]. , 2010, 31(6): 1989 -1994 .
[5] GU Shao-fu, LIU Yang-shao, LIU Shi-shun. Study of application of Asaoka method to settlement prediction[J]. , 2010, 31(7): 2238 -2240 .
[6] GAO Shu-sheng,QIAN Gen-bao,WANG Bin,YANG Zuo-ming,LIU Hua-xun. Numerical simulation study of mechanism for gas supplying and draining in volcanic gas reservoir in Xinjiang based on dual media model[J]. , 2011, 32(1): 276 -280 .
[7] SONG Yong-jun , HU Wei , WANG De-sheng , ZHOU Jun-lin. Analysis of squeezing effect of compaction piles based on modified Cam-clay model[J]. , 2011, 32(3): 811 -814 .
[8] SUN De-an,MENG De-lin,SUN Wen-jing,LIU Yue-miao. Soil-water characteristic curves of two bentonites[J]. , 2011, 32(4): 973 -0978 .
[9] LU Tao, WANG Kong-wei, LI Jian-lin. Study of failure mode of sandstone under reservoir water pressures[J]. , 2011, 32(S1): 413 -0418 .
[10] WEI Ming-yao, WANG En-yuan, LIU Xiao-fei, WANG Chao. Numerical simulation of rockburst prevention effect by blasting pressure relief in deep coal seam[J]. , 2011, 32(8): 2539 -2543 .