Evaluation of Rock Mass Permeability Based on Geometry Measuring Method in a Gold Mine

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Abstract:

In this paper, a practical technical approach for the evaluation of hydraulic conductivity in complex fractured rock mass is present in a seabed gold mine. According to hydrogeological conditions and characteristics survey in the field, geometry measuring method was applied in the in-situ investigation. Moreover, various methods were involved in the evaluation of the fracture development, water seepage features and permeability of the fractured rock mass. Through this study, a particular set of hydrogeological investigation, research and permeability evaluation methods were put forward, which are of great significance to the research and practical production of mines with similar cases.

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Advanced Materials Research (Volumes 455-456)

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1545-1551

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January 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] W. Illman, Strong field evidence of directional permeability scale effect in fractured rock, J Hydrol 2006, 319(1-4): 227-236.

DOI: 10.1016/j.jhydrol.2005.06.032

Google Scholar

[2] H. Jourde, P. Fenart, M. Vinches, S. Pistre, and B. Vayssade, Relationship between the geometrical and structural properties of layered fractured rocks and their effective permeability tensor, A simulation study, J Hydrol, 2007, 337(1-2): 117-132.

DOI: 10.1016/j.jhydrol.2007.01.027

Google Scholar

[3] K, Matsuki, Y. Chida, K. Sakaguchi, and PWJ. Glover, Size effect on aperture and permeability of a fracture as estimated in large synthetic fractures, Int J Rock Mech Min Sci, 2006, 43(5): 726-755.

DOI: 10.1016/j.ijrmms.2005.12.001

Google Scholar

[4] N. Fernuik, M. Haug, Evaluation of in situ permeability testing methods, J Geotech Eng, 1990, 116(2): 297-311.

DOI: 10.1061/(asce)0733-9410(1990)116:2(297)

Google Scholar

[5] SA . Shapiro, P. Audigane, and JJ, Royer, Large-scale in situ permeability tensor of rocks from induced microseismicity, Geophys J Int, 1999, 137(1): 207-213.

DOI: 10.1046/j.1365-246x.1999.00781.x

Google Scholar

[6] ZF. Zhou, JG. Wang, Hydrodynamics of fracture media, Beijing: China Water Power Press, 2004, pp.13-46.

Google Scholar

[7] GM. Cheng, FS. Ma, SJ. Wang, XJ. Chen, and RM. Yuan, Permeability study of fractured rockmass based on geometry measuring method. Chin J Rock Mech Eng. 2004, 23(21): 3595-3599.

Google Scholar

[8] N. Coli, G. Pranzini, A. Alfi, and V. Boerio, Evaluation of rock-mass permeability tensor and prediction of tunnel inflows by means of geostructural surveys and finite element seepage analysis, Eng Geol, 2008, 101(3-4): 174-184.

DOI: 10.1016/j.enggeo.2008.05.002

Google Scholar

[9] CH. Lee, BW. Deng, and JL. Chang. A continuum approach for estimating permeability in naturally fractured rocks, Eng Geol, 1995, 39(1-2): 71-85.

DOI: 10.1016/0013-7952(94)00064-9

Google Scholar

[10] KB. Min, J. Rutqvist, and CF. Tsang, Stress-dependent permeability of fractured rock masses: a numerical study, Int J Rock Mech Min Sci, 2004, 41(7): 1191-1210.

DOI: 10.1016/j.ijrmms.2004.05.005

Google Scholar

[11] DT. Snow, A parallel plate model of fracture permeable media. Disseration, University of California, (1965).

Google Scholar

[12] M. Wang, P. Kulatilake, J. Um, and J. Narvaiz, Estimation of REV size and three-dimensional hydraulic conductivity tensor for a fractured rock mass through a single well packer test and discrete fracture fluid flow modeling, Int J Rock Mech Min Sci, 2002, 39(7): 887-904.

DOI: 10.1016/s1365-1609(02)00067-9

Google Scholar

[13] YQ. Wu, ZY. Zhang, Introduction to rock mass hydraulics, Chengdu: Southwest Jiaotong University press, 1995, pp.20-67.

Google Scholar

[14] X. Zhang, DJ. Sanderson, RM. Harkness, and NC. Last, Evaluation of the 2-D permeability tensor for fractured rock masses, Int J Rock Mech Min Sci & Geomech Abstr, 1996, 33(1): 17-37.

DOI: 10.1016/0148-9062(95)00042-9

Google Scholar