Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (4): 1211-1218.doi: 10.16285/j.rsm.2019.0695

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Sandstone failure characteristics in large-scale cutting model tests

LIU Gong-xun1, LI Wei2, HONG Guo-jun1, ZHANG Kun-yong3, CHEN Xiu-han4, SHI Shao-gang1, RUTTEN Tom4   

  1. 1. CCCC National Engineering Research Center of Dredging Technology and Equipment Co., Ltd., Shanghai 201208, China; 2. Geotechnical Engineering Department, Nanjing Hydraulic Research Institute, Nanjing, Jiangsu 210024, China; 3. Institute of Geotechnical Engineering, Hohai University, Nanjing, Jiangsu 210098, China; 4. Offshore and Dredging Engineering, Delft University of Technology, Delft, Netherlands
  • Received:2019-04-16 Revised:2019-07-11 Online:2020-04-11 Published:2020-07-01
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51578214, 41530637) and the National Natural Science Foundation of the Netherlands (H-Haptics).

Abstract: In order to explore the failure mechanism of rocks under linear cutting with single cutter, a large-scale model test platform was used to carry out linear cutting tests on sandstone. This study employed the fractal geometry method to analyze the geometric characteristics of cutting products, including cutting grooves and cutting fragments, at different cutting angles and different cutting depths. The experimental results show that the cutting width has a good linear relationship with the cutting depth, and increases with the increase of the cutting depth. The cutting width corresponding to the same cutting depth is the smallest when the cutting angle is 45 degrees. The fragment-size distribution of sandstone has fractal characteristics and the fractal dimension is concentrated in the range of 1.88?2.66. The fractal dimension has a good linear relationship with cutting depth and decreases with the increase of cutting depth. The relationship between fractal dimension and cutting angle can be fitted by quadratic function, but the coefficient of quadratic term of the fitted function changes from positive value to negative value with the increase of cutting depth.

Key words: large-scale model test, linear cutting, sandstone, fractal dimension, cutting parameters, cutting groove

CLC Number: 

  • TU 452
[1] SUN Wen-jin, JIN Ai-bing, WANG Shu-liang, ZHAO Yi-qing, WEI Li-chang, JIA Yu-chun, . Study on sandstone split mechanical properties under high temperature based on the DIC technology [J]. Rock and Soil Mechanics, 2021, 42(2): 511-518.
[2] ZHANG Ke, LI Na, CHEN Yu-long, LIU Wen-lian, . Evolution characteristics of strain field and infrared radiation temperature field during deformation and rupture process of fractured sandstone [J]. Rock and Soil Mechanics, 2020, 41(S1): 95-105.
[3] ZOU Xian-jian, WANG Yi-teng , WANG Chuan-ying, . Three-dimensional morphological feature of rock structural surfaces and dominant anti-slip direction using the borehole images [J]. Rock and Soil Mechanics, 2020, 41(S1): 290-298.
[4] MENG Min-qiang, WANG Lei, JIANG Xiang, WANG Cheng-gui, LIU Han-long, XIAO Yang, . Single-particle crushing test and numerical simulation of coarse grained soil based on size effect [J]. Rock and Soil Mechanics, 2020, 41(9): 2953-2962.
[5] LIN Man-qing, ZHANG Lan, LIU Xi-qi, XIA Yuan-you, ZHANG Dian-ji, PENG Ya-li, . Microscopic analysis of rockburst failure on specimens under gradient stress [J]. Rock and Soil Mechanics, 2020, 41(9): 2984-2992.
[6] WEI Yao, YANG Geng-she, SHEN Yan-jun, MING Feng, LIANG Bo, . Creep test and constitutive model of cretaceous saturated frozen sandstone [J]. Rock and Soil Mechanics, 2020, 41(8): 2636-2646.
[7] GAO Wei, HU Cheng-jie, HE Tian-yang, CHEN Xin, ZHOU Cong, CUI Shuang, . Study on constitutive model of fractured rock mass based on statistical strength theory [J]. Rock and Soil Mechanics, 2020, 41(7): 2179-2188.
[8] ZHAO Yi-qing, WU Chang-gui, JIN Ai-bing, SUN Hao, . Experimental study of sandstone microstructure and mechanical properties under high temperature [J]. Rock and Soil Mechanics, 2020, 41(7): 2233-2240.
[9] HONG Chen-jie, HUANG Man, XIA Cai-chu, LUO Zhan-you, DU Shi-gui, . Study of size effect on the anisotropic variation coefficient of rock joints [J]. Rock and Soil Mechanics, 2020, 41(6): 2098-2109.
[10] CHU Fu-yong, ZHU Jun-gao, WENG Hou-yang, YE Yang-fan. Experimental study on maximum dry density of scaled coarse-grained soil [J]. Rock and Soil Mechanics, 2020, 41(5): 1599-1604.
[11] HAN Chao, PANG De-peng, LI De-jian. Analysis of energy evolution during the step loading and unloading creep experiments of sandstone [J]. Rock and Soil Mechanics, 2020, 41(4): 1179-1188.
[12] LI Bin, HUANG Da, MA Wen-zhu, . Study on the influence of bedding plane on fracturing behavior of sandstone [J]. Rock and Soil Mechanics, 2020, 41(3): 858-868.
[13] ZHANG Zong-tang, GAO Wen-hua, ZHANG Zhi-min, TANG Xiao-yu, WU Jun, . Evolution of particle disintegration of red sandstone using Weibull distribution [J]. Rock and Soil Mechanics, 2020, 41(3): 877-885.
[14] JIN Ai-bing, WANG Shu-liang, WEI Yu-dong, SUN Hao, WEI Li-chang, . Effect of different cooling conditions on physical and mechanical properties of high-temperature sandstone [J]. Rock and Soil Mechanics, 2020, 41(11): 3531-3539.
[15] CUI Wei, ZOU Xu, LI Zheng, JIANG Zhi-an, XIE Wu, . Experimental study on seepage diffusion movement in fractal rock fractures [J]. Rock and Soil Mechanics, 2020, 41(11): 3553-3562.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] TAO Gan-qiang, YANG Shi-jiao, REN Feng-yu. Experimental research on granular flow characters of caved ore and rock[J]. , 2009, 30(10): 2950 -2954 .
[2] CHU Xi-hua, XU Yuan-jie. Studies on transformation from M-C criterion to Drucker-Prager criterions based on distortion energy density[J]. , 2009, 30(10): 2985 -2990 .
[3] GUO Jun-hui, CHEN Wei-guo, ZHANG Bin. Research on creep property of geogrids at a low temperature[J]. , 2009, 30(10): 3009 -3012 .
[4] ZHU Ze-qi, SHENG Qian, MEI Song-hua, ZHANG Zhan-rong. Improved ubiquitous-joint model and its application to underground engineering in layered rock masses[J]. , 2009, 30(10): 3115 -3121 .
[5] ZHAO Ming-hua, LIU Xiao-ping, HUANG Li-kui. Study of characteristics of seepage of roadbed’s fissures[J]. , 2009, 30(10): 3122 -3126 .
[6] XU Yuan-jie, PAN Jia-jun, LIU Zu-die. An algorithm for slope paving of concrete faced rockfill dams[J]. , 2009, 30(10): 3139 -3144 .
[7] WANG Gang, JIANG Yu-jing, WANG Wei-ming, LI Ting-chun. Development and application of an improved numeric control shear-fluild coupled apparatus for rock joint[J]. , 2009, 30(10): 3200 -3209 .
[8] SUN Wen-jing,SUN De-an,MENG De-lin. Compression deformation characteristics of saturated bentonite and sand-bentonite mixtures[J]. , 2009, 30(11): 3249 -3255 .
[9] KONG Wei-xue,RUI Yong-qin,DONG Bao-di. Determination of dilatancy angle for geomaterials under non-associated flow rule[J]. , 2009, 30(11): 3278 -3282 .
[10] ZHANG Min-sheng,LIU Hong-jun,LI Xiao-dong,JIA Yong-gang,WANG Xiu-hai. Study of liquefaction of silty soil and mechanism of development of hard layer under wave actions at Yellow River Estuary[J]. , 2009, 30(11): 3347 -3351 .