A 3D Fracture Network Model for the Undisturbed Rock Mass at the Songta Dam Site Based on Small Samples
详细信息 查看全文
- 作者：Xudong Han ; Jianping Chen ; Qing Wang ; Yanyan Li…
- 关键词：Rock mass ; 3D fracture network model ; Probability model ; Small sample
- 刊名：Rock Mechanics and Rock Engineering
- 出版年：2016
- 出版时间：February 2016
- 年：2016
- 卷：49
- 期：2
- 页码：611-619
- 全文大小：763 KB
- 参考文献：Bai J, Jakeman AJ, McAleer M (1991) A new approach to maximum likelihood estimation of the three-parameter gamma and Weibull distributions. Aust J Stat 33:397–410CrossRef
Bingham C (1964) Distributions on the sphere and on the projective plane. PhD thesis, Yale University, New Haven, CT
Chen JP, Xiao SF, Wang Q (1995) Three dimensional network modeling of stochastic fractures. Northeast Normal University Press, Changchun
Chen JP, Wang Q, Zhao HL (2004) Obtaining RQD of rock mass by sampling window method. Chin J Rock Mech Eng 23:1491–1495
Chen MX, Chen BG, Shen SH (2013) Application of drilling deviation correcting and deflecting techniques in geological exploration at Songta Hydropower Station. Rock Soil Drill Tunn 40:35–38
Dershowitz WS, La Pointe PR, Doe TW (2004) Advances in discrete fracture network modeling. In: Proceedings of the US EPA/NGWA fractured rock conference, Portland, ME, September 2004, pp 882–894
Dowd PA, Xu C, Mardia KV, Fowell RJ (2007) A comparison of methods for the stochastic simulation of rock fractures. Math Geol 39:697–714CrossRef
Dowd PA, Martin JA, Xu C, Fowell RJ, Mardia KV (2009) A three-dimensional fracture network data set for a block of granite. Int J Rock Mech Min Sci 46:811–818CrossRef
Drew JH, Glen AG, Leemis LM (2000) Computing the cumulative distribution function of the Kolmogorov–Smirnov statistic. Comput Stat Data Anal 34:1–15CrossRef
Gorenflo R, Vessella S (1991) Abel integral equations: analysis and applications. Springer, Berlin
Hammah RE, Curran JH (1999) On distance measures for the fuzzy K-means algorithm for joint data. Rock Mech Rock Eng 32:1–27CrossRef
Hammah RE, Curran JH (2000) Validity measures for the fuzzy cluster analysis of orientations. IEEE Trans Pattern Anal Mach Intell 22:1467–1472CrossRef
Ivanova VM, Sousa R, Murrihy B, Einstein HH (2014) Mathematical algorithm development and parametric studies with the GEOFRAC three-dimensional stochastic model of natural rock fracture systems. Comput Geosci 67:100–109CrossRef
Jing L (2003) A review of techniques, advances and outstanding issues in numerical modelling for rock mechanics and rock engineering. Int J Rock Mech Min Sci 40:283–353CrossRef
Johnson RA, Bhattacharyya GK (2009) Statistics: principles and methods, 6th edn. Wiley, Hoboken
Karzulovic A, Goodman RE (1985) Determination of principal joint frequencies. Int J Rock Mech Min Sci Geomech Abstr 22:471–473CrossRef
Kemeny J, Post R (2003) Estimating three-dimensional rock discontinuity orientation from digital images of fracture traces. Comput Geosci 29:65–77CrossRef
Kulatilake PHSW, Wu TH (1984a) Estimation of mean trace length of discontinuities. Rock Mech Rock Eng 17:215–232CrossRef
Kulatilake PHSW, Wu TH (1984b) Sampling bias on orientation of discontinuities. Rock Mech Rock Eng 17:243–253CrossRef
Kulatilake PHSW, Wathugala DN, Stephansson OVE (1993) Stochastic three dimensional joint size, intensity and system modelling and a validation to an area in Stripa Mine, Sweden. Soils Found 33:55–70CrossRef
Li XZ, Zhou YY, Wang ZT, Zhang YS, Guo L, Wang YZ (2011) Effects of measurement range on estimation of trace length of discontinuities. Chin J Rock Mech Eng 30:2049–2056
Li XJ, Zuo YL, Zhuang XY, Zhu HH (2014a) Estimation of fracture trace length distributions using probability weighted moments and L-moments. Eng Geol 168:69–85CrossRef
Li YY, Wang Q, Chen JP, Han LL, Song SY (2014b) Identification of structural domain boundaries at the Songta dam site based on nonparametric tests. Int J Rock Mech Min Sci 70:177–184
Marcotte D, Henry E (2002) Automatic joint set clustering using a mixture of bivariate normal distributions. Int J Rock Mech Min Sci 39:323–334CrossRef
Mauldon M (1998) Estimating mean fracture trace length and density from observations in convex windows. Rock Mech Rock Eng 31:201–216CrossRef
Mauldon M, Dunne WM, Rohrbaugh MB (2001) Circular scanlines and circular windows: new tools for characterizing the geometry of fracture traces. J Struct Geol 23:247–258CrossRef
Min KB, Jing L, Stephansson O (2004) Determining the equivalent permeability tensor for fractured rock masses using a stochastic REV approach: method and application to the field data from Sellafield, UK. Hydrogeol J 12:497–510CrossRef
Munier R (2004) Statistical analysis of fracture data, adapted for modelling discrete fracture networks—version 2. Swedish Nuclear Fuel and Waste Management Company, Stockholm
Oda M (1982) Fabric tensor for discontinuous geological materials. Soils Found 22:96–108CrossRef
Rafiee A, Vinches M (2008) Application of geostatistical characteristics of rock mass fracture systems in 3D model generation. Int J Rock Mech Min Sci 45:644–652CrossRef
Rajan J, den Dekker AJ, Sijbers J (2014) A new non-local maximum likelihood estimation method for Rician noise reduction in magnetic resonance images using the Kolmogorov–Smirnov test. Signal Proc 103:16–23CrossRef
Riley MS (2005) Fracture trace length and number distributions from fracture mapping. J Geophys Res 110:B08414
Ross SM (1997) Introduction to probability models, 6th edn. Academic Press, New York
Song JJ, Lee CI (2001) Estimation of joint length distribution using window sampling. Int J Rock Mech Min Sci 38:519–528CrossRef
Tian KM, Wan L (1989) Study on permeability of anisotropic fracture medium. Academy Press, Beijing
Tonon F, Chen S (2007) Closed-form and numerical solutions for the probability distribution function of fracture diameters. Int J Rock Mech Min Sci 44:332–350CrossRef
Warburton PM (1980) A stereological interpretation of joint trace data. Int J Rock Mech Min Sci Geomech Abstr 17:181–190CrossRef
Wei ZS (1989) Course on probability and mathematical statistics. Higher Education Press, Beijing
Wu Q, Kulatilake PHSW, Tang HM (2011) Comparison of rock discontinuity mean trace length and density estimation methods using discontinuity data from an outcrop in Wenchuan area, China. Comput Geotech 38:258–268CrossRef
Xu CS, Dowd P (2010) A new computer code for discrete fracture network modelling. Comput Geosci 36:292–301CrossRef
Xu LM, Chen JP, Wang Q, Zhou FJ (2013) Fuzzy C-means cluster analysis based on mutative scale chaos optimization algorithm for the grouping of discontinuity sets. Rock Mech Rock Eng 46:189–198CrossRef
Yilmaz H, Sazak HS (2014) Double-looped maximum likelihood estimation for the parameters of the generalized gamma distribution. Math Comput Simul 98:18–30CrossRef
Zhang L (1999) Analysis and design of drilled shafts in rock. PhD thesis, Massachusetts Institute of Technology, Cambridge, MA
Zhang L, Einstein HH (1998) Estimating the mean trace length of rock discontinuities. Rock Mech Rock Eng 31:217–235CrossRef
Zhang L, Einstein HH (2000) Estimating the intensity of rock discontinuities. Int J Rock Mech Min Sci 37:819–837CrossRef
Zhang W, Chen JP, Liu C, Huang R, Li M, Zhang Y (2012) Determination of geometrical and structural representative volume elements at the Baihetan dam site. Rock Mech Rock Eng 45:409–419CrossRef
Zhang W, Chen JP, Cao ZX, Wang RY (2013) Size effect of RQD and generalized representative volume elements: a case study on an underground excavation in Baihetan dam, Southwest China. Tunn Undergr Space Technol 35:89–98CrossRef - 作者单位：Xudong Han (1)
Jianping Chen (1)
Qing Wang (1)
Yanyan Li (1)
Wen Zhang (1)
Tianwen Yu (1)
1. College of Construction Engineering, Jilin University, Changchun, 130026, China - 刊物类别：Earth and Environmental Science
- 刊物主题：Earth sciences
Geophysics and Geodesy
Civil Engineering - 出版者：Springer Wien
- ISSN：1434-453X
文摘