Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (S1): 290-298.doi: 10.16285/j.rsm.2019.1212

• Geotechnical Engineering • Previous Articles     Next Articles

Three-dimensional morphological feature of rock structural surfaces and dominant anti-slip direction using the borehole images

ZOU Xian-jian1, WANG Yi-teng 1, 2, WANG Chuan-ying1   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. University of Chinese Academy of Sciences, Beijing 100049, China
  • Received:2019-05-10 Revised:2019-09-12 Online:2020-06-19 Published:2020-06-09
  • Supported by:
    This work was supported by the Key Project of Natural Science Foundation of China(41731284) and Natural Science Foundation of Hubei(2019CFB345)

Abstract: The morphological features and mechanical properties of rock structural surfaces are important scientific issues in the field of rock mechanics and engineering geology at home and abroad. The borehole images can accurately record the hole-wall information of borehole and the morphological feature of in-situ rock structural surfaces in the borehole. In this paper, a method for analyzing and extracting the outline of rock structural surfaces based on borehole images is proposed, which is used to study the three-dimensional morphological features and mechanical properties of rock structural surfaces. In view of the uniqueness of the contour line of the rock structural surfaces in the image, the three-dimensional morphological features of borehole rock structural surface are accurately restored by the following steps: information extraction, coordinate transformation, ring information analysis and contour line’s sampling processing. Then, the roughness and anisotropy of rock structural surfaces are described by fractal dimension of each section of the contour. Finally, the dominant sliding direction of rock structural surfaces can be determined according to the fractal dimension and then the shearing strength of the structural surface can be evaluated for further explanations. Results show that the transformed contour line of the structural surfaces based on borehole images can well reflect the three-dimensional morphological features of rock structural plane in the borehole, which can be used to determine the dominant anti-slip direction and to estimate the shear strength of rock structure plane in practical engineering application.

Key words: borehole image, rock structural surface, fractal dimension, dominant anti-slip direction, shear strength

CLC Number: 

  • O 319.56
[1] YANG Xuan-yu, WANG Yong, . Experimental study on shear behavior of regular soil-rock interface considering asperity widths [J]. Rock and Soil Mechanics, 2025, 46(S1): 195-204.
[2] FANG Wei, WU Run-feng, ZHOU Chun-mei, . Rankine passive earth pressure of unsaturated soil using envelope shell model [J]. Rock and Soil Mechanics, 2025, 46(9): 2885-2893.
[3] SHEN Yang, SHEN Jia-yi, LIANG Hui, FAN Ke-wei. Triaxial tests on simulated calcareous sand based on 3D printing technology [J]. Rock and Soil Mechanics, 2025, 46(8): 2353-2362.
[4] LAO Guo-feng, YANG Jun-sheng, XIE Yi-peng, TANG Chong, XU Zhi-peng, . A peak shear strength model of continuously graded granular soils based on skeleton structure indices [J]. Rock and Soil Mechanics, 2025, 46(8): 2459-2470.
[5] LUO Zuo-sen, CAO Xu, DENG Hua-feng, YANG Wang, LI Jian-lin, YANG Chao, . Influence of dynamic normal load on shear mechanical properties of limestone joint surface under different water-bearing states [J]. Rock and Soil Mechanics, 2025, 46(6): 1799-1810.
[6] OUYANG Miao, ZHANG Hong-ri, WANG Gui-yao, DENG Ren-rui, GUO Ou, WANG Lei, GAO You, . Optimization of the ratio of expansive soil improved by biological matrix based on response surface method [J]. Rock and Soil Mechanics, 2025, 46(5): 1368-1378.
[7] CAO Su-nan, LI Chun-hong, CHEN Yuan-bing, FEI Kang, . Shear characteristics of biomimetic sand-structure interface under cyclic loading conditions [J]. Rock and Soil Mechanics, 2025, 46(3): 821-832.
[8] XU Qing-zhao, SHI Wen-bao, CHANG Ju-cai, MIAO Zhuang, YAN Ao-yun, LI Chuan-ming, QI Chao. Mechanical response and macro and micro failure mechanism of water-bearing coal samples with different loading rates [J]. Rock and Soil Mechanics, 2025, 46(3): 881-893.
[9] WU Xue-zhen, XIA Ya-xin, LI Da-yong, YOU Xian-hui, SHAN Ning-kang, XIAO Zhen-ke, CHEN Xiang, . Experiment on shear strength of inner interface of a new type stiffened deep mixed pile [J]. Rock and Soil Mechanics, 2025, 46(2): 467-478.
[10] DONG Jia-bin, LU Yi-fang, JIN Yi, DONG Wen-hao, HOU Peng, LIU Shun-xi, NIU Ran. Fractal characteristics of joint surface morphology of Pengshui shale and anisotropic characterization based on joint roughness coefficient [J]. Rock and Soil Mechanics, 2025, 46(11): 3549-3561.
[11] WANG Jun, ZHANG Kai-yu, CHEN Sheng-kai, QIN Wei, NI Jun-feng, GAO Zi-yang, ZHANG Yi-fang, . Experimental study on explosive deposition depth affecting soil parameters in explosion replacement method [J]. Rock and Soil Mechanics, 2025, 46(1): 123-132.
[12] GONG Cong, QI Yan-shun, MIAO Hao-jie, XIAO Qi, XIONG Liang-feng, ZENG Peng, ZHAO Kui, . A neural network model for calibrating meso-parameters of parallel bond model with consideration of crack fractal dimension [J]. Rock and Soil Mechanics, 2025, 46(1): 327-336.
[13] LIU Ji-fu. A new method for analyzing stability of drainage consolidation embankments [J]. Rock and Soil Mechanics, 2024, 45(S1): 106-114.
[14] ZHANG Ya-qin, YANG Ping, ZHANG Ting, HAN Lin-liang. Effects of salt content and freeze-thaw conditions on static and dynamic strength characteristics of freeze-thawed chloride silty clay [J]. Rock and Soil Mechanics, 2024, 45(S1): 157-166.
[15] HU Jin-fang, YANG Qi-gui, XIONG Kun, MA Gang, CHENG Jia-lin, ZHOU Wei, CHANG Xiao-lin , . Experimental study on crushing characteristics of soft rock damming particles [J]. Rock and Soil Mechanics, 2024, 45(S1): 359-370.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!