img

Wechat

Adv. Search

Gold Science and Technology ›› 2019, Vol. 27 ›› Issue (2): 199-206.doi: 10.11872/j.issn.1005-2518.2019.02.199

• Mining Technology and Mine Management • Previous Articles    

Fracture Distribution Law and 3D Modeling of Main Permeable Roadways in Xishan Mining Area of Sanshandao Gold Mine

Gang LIU1,2,3(),Fengshan MA1,2(),Haijun ZHAO1,2,Jie GUO1,2,Chenglu HOU4,Wei LI4   

  1. 1. Key Laboratory of Shale Gas and Geoengineering,Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing 100029,China
    2. Institutions of Earth Science,Chinese Academy of Sciences,Beijing 100029,China
    3. University of Chinese Academy of Sciences,Beijing 100049,China
    4. Sanshandao Gold Mine,Shandong Gold Mining(Laizhou) Co. ,Ltd. ,Laizhou 261442,Shandong,China
  • Received:2018-07-31 Revised:2018-11-16 Online:2019-04-30 Published:2019-04-30
  • Contact: Fengshan MA E-mail:liugang_iggcas@163.com;fsma@mail.iggcas.ac.cn

Abstract:

As a key part of rock mass deformation and possible permeable channel,fractures seriously threaten the stability of rock mass and the safety of engineering such as in hydro-engineering project,road and bridge engineering and mining.Xishan mining area of the Sanshandao gold mine in Laizhou City,Shandong Province,China,is a coastal mine with complex geological structure and hydrogeological conditions.The fractures range from as small as micro-crack and as large as fault.And the overlying seawater continues to threaten the safety in mining.Therefore,the identification of the spatial distribution of cracks is an extremely important and indispensable basic work for studying the stability of rock masses in the mining area and the inrush water in the roadway.Combining with monitoring data of hydrological and fractures in Xishan mining area of Sanshandao gold mine for many years,the statistical method was used to describe the rules of geometric parameters such as inclination,dip and spacing of cracks in the main permeable roadways.The rose diagrams of crack strike,pole contour maps of fracture inclination and dip and frequency distribution histograms of each parameter were drawn.The distribution laws of fracture geometrical parameters were fitted.As such,three geometric models of the discrete fracture network of surrounding rock in the main permeable roadways were generated by using self-compiled programs in MATLAB according to the fitting results.The distribution of cracks can be displayed visually and dynamically.Statistics and three-dimensional modeling results show that:The main permeable levels include -375 m,-510 m,and -600 m in the Xishan mining area.Each level can be divided into two or three fracture groups according to fracture inclination.The tendencies of two major groups are northwest and southeast,respectively.The inclination of another group mainly developed in the -600 m level is between 0° and 10°.The dips of all the groups are large,mostly between 70° and 90°.According to the frequency distribution histogram of each parameter,the fractures could be fitted by the common probability distributions.The inclination of each fracture group obeys the logarithmic normal distribution or normal distribution.The dip of each fracture group obeys the normal distribution (values range from 0° and 90°).The spacing of each fracture group obeys the logarithmic normal distribution.The trace length of each fracture group obeys the negative exponential distribution.The statistical results provide the possibility for the quantitative studies of discrete fractures.The three-dimensional fracture network models based on the distribution law of fracture geometric parameters can reflect the characteristics of fractures realistically.The three fracture groups have close ties to the three fault zones named F1,F2 and F3,respectively.According to the characteristic of the three faults,it can be inferred that hydraulic conductivity of the fractures belonging to the tensile and torsional fault F3 are bigger than the other two.And the discrete fracture network models can provide essential references for the stability analysis of surrounding rock and the identification of inrush water passages.

Key words: coastal mine, fracture statistics, main permeable roadways, fracture distribution law, 3D modeling

CLC Number: 

  • TD807

Fig.1

Tectonics in Xishan mining area"

Fig.2

Pole contour maps and rose diagrams of crack of main permeable roadways"

Fig.3

Histograms and fitting curves of frequency distribution of facture inclination in main permeable roadways"

Fig.4

Histograms and fitting curves of frequency distribution of facture dip in main permeable roadways"

Fig.5

Histograms and fitting curves of frequency distribution of facture spacing in main permeable roadways"

Fig.6

Window method to measure joint trace"

Fig.7

Three-dimensional network models of fractures of main permeable roadways and schematic map of faults in mining area"

1 孙广忠.岩体结构力学[M].北京: 科学出版社,1988.
SunGuangzhong.Structural Mechanics of Rock Mass[M].Beijing: Science Press,1988.
2 李秀兰.优势渗流通道中的高速非达西渗流动态特征分析[J].石油地质与工程,2009,23(6):93-96,137.
LiXiulan.Dynamic characteristics analysis of non-Darcy flow with high velocity in preferred flowing path[J].Petroleum Geology and Engineering,2009,23(6):93-96,137.
3 刘海波.大庆油区长垣油田聚合物驱后优势渗流通道分布及渗流特征[J].油气地质与采收率,2014,21(5):69-72,115.
LiuHaibo.Dominant flowing channels distribution and seepage characteristics after polymer flooding in Daqing oilfield[J].Petroleum Geology and Recovery Efficiency,2014,21(5):69-72,115.
4 龚晶晶,唐小云,曹华,等.曲流河储层优势渗流通道特征及剩余油分布研究[J].石油天然气学报,2014,36(7):117-121,7-8.
GongJingjing,TangXiaoyun,CaoHua,et al.The characters of preferential seepage channel and remaining oil distribution in the meandering-river reservoir[J].Journal of Oil and Gas Technology,2014,36(7):117-121,7-8.
5 廖巍.上覆老空区导水裂隙及通道的发育特征分析与工程实践研究[D].徐州:中国矿业大学,2015.
LiaoWei.Analysis about Characteritics of Water-conducting Fracture and Channel in Overlying Strata and Goaf and Research of the Corresponding Engineering Practice[D].Xuzhou:China University of Mining and Technology,2015.
6 尹光志,李星,韩佩博,等.三维采动应力条件下覆岩裂隙演化规律试验研究[J].煤炭学报,2016,41(2):406-413.
YinGuangzhi,LiXing,HanPeibo,et al.Experimental study on overburden strata fracture evolution law in three dimensional mine-induced stress conditions[J].Journal of China Coal Society,2016,41(2):406-413.
7 丁万涛.随机裂隙对节理岩体稳定性影响研究及其在海底隧道中的应用[D].济南:山东大学,2008.
DingWantao.Study on Stability of Jointed Rock Mass Affected by Random Fracture and Its Application on Sub Sea Tunnel[D].Jinan:Shandong University,2008.
8 PriestS D,HudsonJ A.Discontinuity spacings in rock[C]//International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts.Oxford: Pergamon Press,1976,13(5): 135-148.
9 KulatilakeP,WuT H.Estimation of mean trace length of discontinuities[J].Rock Mechanics and Rock Engineering,1984,17(4): 215-232.
10 伍法权.统计岩体力学原理[M].武汉:中国地质大学出版社,1993.
WuFaquan.Principles of Statistical Mechanics of Rock Masses[M].Wuhan: China University of Geosciences Press,1993.
11 陈剑平.岩体随机不连续面三维网络数值模拟技术[J].岩土工程学报,2001,23(4): 397-402.
ChenJianping.3-D net work numerical modeling technique for random discontinuities of rock mass[J].Chinese Journal of Geotechnical Engineering,2001,23(4):397-402.
12 石根华.数值流形方法与非连续变形分析[M].北京: 淸华大学出版社,1997.
ShiGenhua.Numerical Manifold Method and Discontinuous Deformation Analysis[M].Beijing: Tsinghua University Press,1997.
13 MunjizaA A.The Combined Finite-discrete Element Method[M].Chicheater: John Wiley & Sons,2004.
14 LiS H,ZhaoM H,WangY N,et al.A new numerical method for DEM-block and particle model[J].International Journal of Rock Mechanics and Mining Sciences,2004,41(3):1-5.
15 郭捷,马凤山,赵海军,等.三山岛海底金矿突涌水优势渗流通道与来源研究[J].工程地质学报,2015,23(4): 784-789.
GuoJie,MaFengshan,ZhaoHaijun,et al.Preferred seepage channels and source of water inrush in seabed gold mine at Sanshandao[J].Journal of Engineering Geology,2015,23(4): 784-789.
16 李克蓬,马凤山,张洪训,等.海底金矿矿坑涌水水源判识及演化研究[J].工程地质学报,2017,25(1):180-189.
LiKepeng,MaFengshan,ZhangHongxun,et al.Recharge source identification and evolution of inflowing water in a seabed gold mine[J].Journal of Engineering Geology,2017,25(1):180-189.
17 苗胜军,万林海,来兴平,等.三山岛金矿地应力场与地质构造关系分析[J].岩石力学与工程学报,2004,23(23): 3996-3999.
MiaoShengjun,WanLinhai,LaiXingping,et al.Relation analysis between in-situ stress field and geological tectonism in Sanshandao gold mine[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(23): 3996-3999.
18 陈建平,王清,谷宪民,等.岩体节理产状极点分布的分形维[J].岩石力学与工程学报,2007,26(3): 501-508.
ChenJianping,WangQing,GuXianmin,et al.Fractal demension of orientation pole distribution for rock mass joints[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(3): 501-508.
19 李启源.基于数字近景摄影测量的节理迹长与连通率估计[D].吉林:吉林大学,2017.
LiQiyuan.Estimation of Trace Length and Connectivity Rate of Joint Based on Digital Close-range Photogrammetry [D]. Jilin:Jilin University,2017.
20 李书强,马明辉,张旭.三山岛金矿矿区地应力分布特征[J].现代矿业,2017,33(1): 202-205.
LiShuqiang,MaMinghui,ZhangXu.In-situ stress distribution regularity of Sanshandao gold mine[J].Modern Mining,2017,33(1): 202-205.
[1] BI Lin,ZHAO Hui,YANG Xinfeng. Study on Principle and Method for Calculation of Earthwork Volume in the DIMINE Software [J]. Gold Science and Technology, 2017, 25(3): 108-115.
[2] LUO Zhouquan,QIN Yaguang,ZHOU Jiming . Development of CAD Data Interface in 3D Modeling Visualized Integrated System of Goaf [J]. Gold Science and Technology, 2015, 23(5): 41-46.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!