›› 2010, Vol. 31 ›› Issue (12): 3991-3996.

• Numerical Analysis • Previous Articles     Next Articles

Determining representative elementary volume of fractured rock mass based on blockiness analysis

XIA Lu, LIU Xiao-fei, YU Qing-chun   

  1. School of Water Resources and Environment, China University of Geosciences(Beijing), Beijing 100083, China
  • Received:2009-12-14 Online:2010-12-10 Published:2010-12-21

Abstract:

The existence of the representative elementary volume (REV) is the premise of continuous-media method to study in rock mechanics; therefore the investigation of the REV of fractured rock mass is a fundamental problem in rock mechanics. Whether the REV occurs could be viewed from different physical parameters. However, the existence of REV is analyzed in term of blockiness, which is defined as the percentage of the volume of isolated blocks formed by fractures in the total rock volume. The basic analysis process of GeneralBlock software is presented and a three-dimensional fracture model is set up by this software. Thirty-five kinds of rock mass structural models are established considering the 5 types of persistence and 7 kinds of spacing, which were suggested in the fracture classification of ISRM. For each of the 35 structures, rock blocks are identified by GeneralBlock; and the fluctuation of blockiness with the variance of the scale of model region is investigated. For each structure, the calculation is realized 5 times at random respectively in a specific range of model to reduce the influence of randomness. The results show that the size of representative elementary volume of fractured rock mass is between 4 and 8 times of the fracture spacing; for all of the 35 structures, no more than 8 times.

Key words: fractured rock mass, representative elementary volume, rock block, blockiness

CLC Number: 

  • TU 452
[1] XIAO Yao, DENG Hua-feng, LI Jian-lin, ZHI Yong-yan, XIONG Yu. The deterioration effect of fractured rock mass strengthened by grouting method under long-term immersion [J]. Rock and Soil Mechanics, 2019, 40(S1): 143-151.
[2] ZHI Yong-yan, DENG Hua-feng, XIAO Yao, DUAN Ling-ling, CAI Jia, LI Jian-lin. Analysis of seepage characteristics of fractured rock mass reinforced by microbial grouting [J]. Rock and Soil Mechanics, 2019, 40(S1): 237-244.
[3] LIU Shun-qing, HUANG Xian-wen, ZHOU Ai-zhao, CAI GUO-jun, JIANG Peng-ming, . A stability analysis method of soil-rock slope based on random block stone model [J]. Rock and Soil Mechanics, 2019, 40(S1): 350-358.
[4] CHEN Qing-fa, YIN Ting-chang, GAO Yuan, . Three-dimensional demarcation method of homogeneous structural domains of jointed rock masses at underground mine [J]. Rock and Soil Mechanics, 2019, 40(8): 3181-3188.
[5] LI Wei, WANG Zhe-chao, BI Li-ping, LIU Jie, . Representative elementary volume size for permeable property and equivalent permeability of fractured rock mass in radial flow configuration [J]. Rock and Soil Mechanics, 2019, 40(2): 720-727.
[6] LIU Yan-zhang, GUO Yun-lin , HUANG Shi-bing , CAI Yuan-tian , LI Kai-bing , WANG Liu-bao , LI Wei , . Study of fracture characteristics and strength loss of crack quasi-sandstone under freeze-thaw cycles [J]. Rock and Soil Mechanics, 2018, 39(S2): 62-71.
[7] LI Dong-qi, LI Zong-li, Lü Cong-cong. Analysis of fracture strength of rock mass considering fissure additional water pressure [J]. , 2018, 39(9): 3174-3180.
[8] LEI Xiao-dan , YANG Zhong-ping, ZHANG Xiao-jing, TU Yi-liang, LIU Shu-lin, HU Yuan-xin,. Shear properties and rock block breakage characteristics of soil-rock mixtures [J]. , 2018, 39(3): 899-908.
[9] HUANG Shi-bing, LIU Quan-sheng, CHENG Ai-ping, LIU Yan-zhang, . A coupled hydro-thermal model of fractured rock mass under low temperature and its numerical analysis [J]. , 2018, 39(2): 735-744.
[10] CHEN Qing-fa, NIU Wen-jing, ZHENG Wen-shi, LIU Jun-guang, YIN Ting-chang, FAN Qiu-yan,. Correction of the problems of blockiness evaluation method for fractured rock mass [J]. , 2018, 39(10): 3727-3734.
[11] CUI Zhen, SHENG Qian, . Numerical modelling of structural effect of equivalent mechanical parameters of fractured rock mass [J]. , 2018, 39(10): 3830-3840.
[12] HUANG Shi-bing, LIU Quan-sheng, CHENG Ai-ping, LIU Yan-zhang,. Preliminary experimental study of frost heaving pressure in crack and frost heaving propagation in rock mass under low temperature [J]. , 2018, 39(1): 78-84.
[13] ZHENG Zhuo, LIU Ren-tai, LI Shu-cai, WANG Xiao-chen, ZHANG Lian-zhen, WANG Hong-bo. Investigation into grouting reinforcement mechanism of fractured rock mass basedon Hoek-Brown criterion [J]. , 2017, 38(S1): 409-417.
[14] JIA Yan-chang, XIE Mo-wen, CHANG Sheng-xiang, Lü Fu-xia. A model for evaluation of stability of sliding- and falling-type dangerous rock blocks based on natural vibration frequency [J]. , 2017, 38(7): 2149-2156.
[15] JIN Lei, ZENG Ya-wu, ZHANG Sen. Large scale triaxial tests on effects of rock block proportion and shape on mechanical properties of cemented soil-rock mixture [J]. , 2017, 38(1): 141-149.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LIU Xiao-wen,CHANG Li-jun,HU Xiao-rong. Experimental research of matric suction with water content and dry density of unsaturated laterite[J]. , 2009, 30(11): 3302 -3306 .
[2] HUANG Jian-hua,SONG Er-xiang. Research on mechanical properties of frozen curtain in large anchorage foundation pit engineering[J]. , 2009, 30(11): 3372 -3378 .
[3] WANG Guan-shi, LI Chang-hong, CHEN Bao-jun, LI Sh-ihai. Propagation law of stress wave in nonlinear structural surface medium[J]. , 2009, 30(12): 3747 -3752 .
[4] WANG Zhao-yang, XU Qiang, NI Wan-kui. Study of undisturbed loess stress-strain relation during CT test[J]. , 2010, 31(2): 387 -391 .
[5] DENG Qin,GUO Ming-wei,LI Chun-guang,GE Xiu-run. Vector sum method for slope stability analysis based on boundary element method[J]. , 2010, 31(6): 1971 -1976 .
[6] WAN Shao-shi, NIAN Ting-kai, JIANG Jing-cai, LUAN Mao-tian. Discussion on several issues in slope stability analysis based on shear strength reduction finite element methods (SSR-FEM)[J]. , 2010, 31(7): 2283 -2288 .
[7] YAN Tie, LI Wei, BI Xue-liang. Research on effective stress model in porous media based on fractal method[J]. , 2010, 31(8): 2625 -2629 .
[8] XU Wei-sheng, CHAI Jun-rui, CHEN Xing-zhou, SUN Xu-shu. Study of nonlinear noncubic seepage in netwok rock and its application[J]. , 2009, 30(S1): 53 -57 .
[9] ZHAO Shang-yi, ZHENG Ying-ren, LI An-hong, QIU Wen-ping, TANG Xiao-song. Application of multi-row embedded anti-slide piles to landslide of Wulong county government[J]. , 2009, 30(S1): 160 -164 .
[10] LIU Zhen-ping, HE Huai-jian, ZHU Fa-hua. Study of technology of fast 3D modeling and visualization based on borehole data[J]. , 2009, 30(S1): 260 -266 .