›› 2016, Vol. 37 ›› Issue (S2): 410-414.doi: 10.16285/j.rsm.2016.S2.053

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Discussion on mathematical description method of discontinuities in underground rock based on spatial coordinate system

HAN Zeng-qiang1, WANG Chuan-ying1, SHI Hua-tang2, DING Gang2, HU Sheng1, WANG Yi-teng1   

  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. Changjiang Institute of Survey, Planning, Design and Research, Wuhan, Hubei, 430010, China
  • Received:2016-06-21 Online:2016-11-11 Published:2018-06-09
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (41402278, 41372317) and the Key Deployment Program of the Chinese Academy of Sciences (KZZD-EW-05-03).

Abstract: A large number of underground rock discontinuity data can be collected by borehole camera technology. The in-depth analysis of these data will help to further reveal the spatial distribution regularities and geometrical relations of discontinuities. In view of the particularity of geometric parameters from discontinuities obtained in borehole, a new method called feature point which includes the angle, inclination and depth parameters is proposed. The paper mainly focuses on description and calculation process of feature point under the local and global coordinates. The conversion formula between the geometry parameters and feature point coordinates is derived. Distribution regulation of feature points under spatial coordinate system is discussed. The results show that: (1) The feature point is a comprehensive reflection of geometric parameters of discontinuity and spatial location. (2) The distribution of the feature points in space reflects the spatial association relationship of discontinuities. This study provides a new idea and analysis method for the statistical analysis of discontinuities; and helps to research on the discontinuities distribution regularity and intersection relationship, on the development of borehole camera technology and on the basis of the discontinuity geometry characteristics of rock mass stability evaluation with a positive role.

Key words: borehole camera, discontinuities in underground rock, discontinuity feature point, rock mass stability

CLC Number: 

  • TU 452
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