›› 2016, Vol. 37 ›› Issue (10): 2937-2944.doi: 10.16285/j.rsm.2016.10.027

• Geotechnical Engineering • Previous Articles     Next Articles

Multi-fractal characteristics of joint geometric distribution of granite in Beishan

XUE Dong-jie, ZHOU Hong-wei, REN Wei-guang, ZHAO Biao   

  1. School of Mechanics and Civil Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China
  • Received:2014-12-12 Online:2016-10-11 Published:2018-06-09

Abstract: Quantitative determination and explanation for geometric characteristics of joints in deep rock mass are fundamental to investigate mechanical properties and permeability, and in particular they are the main factors to determine the site of nuclear waste reserve and evaluation. Based on the modified data of joint number from three boreholes of BS17, BS18, BS19 in Beishan, Gansu province, a negative exponential-like distribution mathematical model is established. Furthermore the model is applied to evaluate the integrity of deep rock mass in rock quality designation (RQD) system. The reliability of the model is verified by comparing with rock integrity designation (RID) results. It should be pointed out that there is a piecewise function of a linear relationship between the joint number and spacing, and the fractal dimension increases with the spacing expanding. According to the power-law between the joint number and spacing, there is a multi-fractal relationship between them, as well as the joint number and depth. The multi-fractal spectrum is suggested to analyze the statistical data of joint geometric shape and distribution. The results provide a reference for 3D simulation of joints in deep rock mass based on geometrical characteristics of borecore joints.

Key words: joint, power law, spacing, multi-fractal, quantitative explanation

CLC Number: 

  • TU 458.3

[1] LIU Shang, LIU Ri-cheng, LI Shu-chen, YU Li-yuan, HU Ming-hui. Experimental study on evolution of normal stiffness of granite joints treated by chemical corrosion [J]. Rock and Soil Mechanics, 2023, 44(9): 2509-2524.
[2] LIU Tie-xin, LI Jia-qi, DENG Jian-hui, ZHANG Zheng-hu, ZHENG Jun, . A study about the influence of joint roughness on the volume of rock blocks [J]. Rock and Soil Mechanics, 2023, 44(8): 2266-2275.
[3] GAN Lei, LIU Yu, ZHANG Zong-liang, SHEN Zhen-zhong, MA Hong-ying, . Roughness characterization of rock fracture and its influence on fracture seepage characteristics [J]. Rock and Soil Mechanics, 2023, 44(6): 1585-1592.
[4] ZHANG Xiao-bo, ZHANG Diao, YAO Chi, YANG Jian-hua, JIANG Shui-hua, RONG Yao. Determination method and parameter analysis of reasonable spacing of pipe-shed support in tunnel portal section considering micro-arch effect [J]. Rock and Soil Mechanics, 2023, 44(6): 1625-1635.
[5] LIAO Jiu-bo, LI Xi-bing, WANG Shao-feng, DU Kun. Effects of cut depth and cut spacing on a conical pick in rock cutting [J]. Rock and Soil Mechanics, 2023, 44(4): 1009-1021.
[6] CHEN Xi. A new theoretical peak shear strength criterion of rock joint based on the directional roughness parameter [J]. Rock and Soil Mechanics, 2023, 44(4): 1075-1088.
[7] YAN Chang-bin, LI Gao-liu, CHEN Jian, LI Yan, YANG Yan-dong, YANG Feng-wei, YANG Ji-hua, . A novel evaluation index of TBM rock-breaking efficiency based on newly added surfaces theory [J]. Rock and Soil Mechanics, 2023, 44(4): 1153-1164.
[8] XIE Jia-chong, HUANG Xin, JIN Guo-long, ZHANG Zi-xin, . Seepage characteristics and mechanical response of shield tunnels under localized leakage and exosmosis [J]. Rock and Soil Mechanics, 2023, 44(4): 1179-1189.
[9] ZHANG Zhi-fei, HUANG Man, TANG Zhi-cheng, . Empirical criterion for evaluating the peak shear strength of discontinuity with different joint wall strengths [J]. Rock and Soil Mechanics, 2023, 44(2): 507-519.
[10] TIAN Shi-xuan, GUO Bao-hua, SUN Jie-hao, CHENG Tan, . Effect of shear rate on shear mechanical properties of rock-like joints under different boundary conditions [J]. Rock and Soil Mechanics, 2023, 44(2): 541-551.
[11] XIAO Wei-min, LIN Xin, ZHONG Jian-min, LI Shuang, ZHU Zhan-yuan, . Experimental study on rock joint permeability evolution during plugging process by microbially induced calcite precipitation [J]. Rock and Soil Mechanics, 2023, 44(10): 2798-2808.
[12] WANG Kuan-jun, JIA Zhi-yuan, SHEN Kan-min, TANG Yan. Joint laboratory and in-situ calibration of strength characteristics for Taizhou coastal soft clay [J]. Rock and Soil Mechanics, 2023, 44(10): 2851-2859.
[13] GUO Jia-qi, CHENG Li-pan, ZHU Bin-zhong, TIAN Yong-chao, HUANG Xin. Shear mechanical properties and energy characteristics of rock joints under continuous excavation effect [J]. Rock and Soil Mechanics, 2023, 44(1): 131-143.
[14] SUN Jie-hao, GUO Bao-hua, TIAN Shi-xuan, CHENG Tan, . Shear mechanical properties of rock joints under pre-peak cyclic shearing condition [J]. Rock and Soil Mechanics, 2022, 43(S2): 52-62.
[15] ZHANG Tao, XU Wei-ya, MENG Qing-xiang, WANG Huan-ling, YAN Long, QIAN Kun, . Experimental investigation on the mechanical characteristics of columnar jointed rock mass samples based on 3D printing technology [J]. Rock and Soil Mechanics, 2022, 43(S2): 245-254.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] WEI Li,CHAI Shou-xi,CAI Hong-zhou,WANG Xiao-yan,LI Min3,SHI Qian. Research on tensility of wheat straw for reinforced material[J]. , 2010, 31(1): 128 -132 .
[2] HUANG Qing-xiang, ZHANG Pei, DONG Ai-ju. Mathematical model of “arch beam” of thick sandy soil layer movement in shallow seam[J]. , 2009, 30(9): 2722 -2726 .
[3] JING Zhi-dong, LIU Jun-xin. Experimental research on dynamic deformations of semi-rigid structures of subgrade bed-mudstone of red beds[J]. , 2010, 31(7): 2116 -2121 .
[4] LIU Zheng-hong,LIAO Yan-hong,ZHANG Yu-shou. Preliminary study of physico-mechanical properties of Luanda sand[J]. , 2010, 31(S1): 121 -126 .
[5] FAN Heng-hui, GAO Jian-en, WU Pu-te, LUO Zong-ke. Physicochemical actions of stabilized soil with cement-based soil stabilizer[J]. , 2010, 31(12): 3741 -3745 .
[6] ZHANG Cheng-ping,ZHANG Ding-li,LUO Jian-jun,WANG Meng-shu,WU Jie-pu. Remote monitoring system applied to the construction of metro station undercrossing existing metro tunnel[J]. , 2009, 30(6): 1861 -1866 .
[7] WANG Jun, CAO Ping, LI Jiang-teng, LIU Ye-ke. Analysis of stability of tunnel-slope with rheological medium under rainfall infiltration[J]. , 2009, 30(7): 2158 -2162 .
[8] ZHANG Yuan, WAN Zhi-jun, KANG Jian-rong, ZHAO Yang-sheng. Analysis of stage characteristics of sandstone permeability under conditions of temperature and triaxial stress[J]. , 2011, 32(3): 677 -683 .
[9] ZHANG Xue-chan , GONG Xiao-nan , YIN Xu-yuan , ZHAO Yu-bo. Monitoring analysis of retaining structures for Jiangnan foundation pit of Qingchun road river-crossing tunnel in Hangzhou[J]. , 2011, 32(S1): 488 -0494 .
[10] XI Ren-shuang, CHEN Cong-xin, XIAO Guo-feng, HUANG Ping-lu. Study of influence of discontinuities on rock movement and surface deformation in eastern area of Chengchao iron mine[J]. , 2011, 32(S2): 532 -538 .