A multivariate method for identifying structural domain boundaries in a rock mass
详细信息    查看全文
  • 作者:Shengyuan Song ; Qing Wang ; Jianping Chen…
  • 关键词:Structural domains ; Discontinuity orientation ; Discontinuity trace length ; Wald–Wolfowitz runs test ; Schmidt plot
  • 刊名:Bulletin of Engineering Geology and the Environment
  • 出版年:2015
  • 出版时间:November 2015
  • 年:2015
  • 卷:74
  • 期:4
  • 页码:1407-1418
  • 全文大小:2,321 KB
  • 参考文献:Baghbanan A, Jing L (2007) Hydraulic properties of fractured rock masses with correlated fracture length and aperture. Int J Rock Mech Min Sci 44(5):704-19CrossRef
    Budetta P, Riso RD, Luca CD (2001) Correlations between jointing and seismic velocities in highly fractured rock masses. Bull Eng Geol Environ 60(3):185-92CrossRef
    Chen JP, Xiao SF, Wang Q (1995) Computer simulation theory of 3D random discontinuities network. Northeast Normal University Press, Changchun
    Escuder Viruete J, Carbonell R, Jurado MJ, Martí D, Pérez-Estaún A (2001) Two-dimensional geostatistical modeling and prediction of the fracture system in the Albala Granitic Pluton, SW Iberian Massif, Spain. J Struct Geol 23:2011-023CrossRef
    Jimenez-Rodriguez R, Sitar N (2006) A spectral method for clustering of rock discontinuity sets. Int J Rock Mech Min Sci 43(7):1052-061CrossRef
    Kulatilake PHSW, Chen JP, Teng J, Xiao SF, Pan G (1996) Discontinuity geometry characterization in a tunnel close to the proposed permanent shiplock area of the Three Gorges dam site in China. Int J Rock Mech Min Sci Geomech Abstr 33(3):255-77CrossRef
    Kulatilake PHSW, Fiedler R, Panda BB (1997) Box fractal dimension as a measure of statistical homogeneity of jointed rock masses. Eng Geol 48:217-29CrossRef
    Lancaster HO (1969) The chi squared distribution. Wiley, New York, p 175
    Mahtab MA, Yegulalp TM (1984) A similarity test for grouping orientation data in rock mechanics. In: Proc 25th US Symp on Rock Mechanics, Evanston, IL, USA, 25-7 June 1984, pp 495-02
    Marcotte D, Henry E (2002) Automatic joint set clustering using a mixture of bivariate normal distributions. Int J Rock Mech Min Sci 39(3):323-34CrossRef
    Martin MW, Tannant DD (2004) A technique for identifying structural domain boundaries at the EKATI Diamond Mine. Eng Geol 74:247-64CrossRef
    Miller SM (1983) A statistical method to evaluate homogeneity of structural populations. Math Geol 15(2):317-28CrossRef
    Piteau DR, Russell L (1971) Cumulative sums technique: a new approach to analyzing joints in rock. In: Proc 13th US Symp on Rock Mechanics, Urbana, IL, USA, 30 Aug- Sept 1971, pp 1-9
    Priest SD (1993) The collection and analysis of discontinuity orientation data for engineering design with examples. Comprehensive rock engineering; principles, practice and projects: rock testing and site characterization. Pergamon, Oxford, pp 167-92
    Schmidt W (1925) Gefügestatistik Tschermaks. Mineral Petrogr Mitt 38:392-23
    Sharp WE (2006) Application of the multivariate runs test to compositional data. Math Geol 38(8):1017-025CrossRef
    Siegel S (1956) Nonparametric statistics for the behavioral sciences. McGraw-Hill, New York
    Wald A, Wolfowitz J (1940) On a test whether two samples are from the same population. Ann Math Stat 11:147-62CrossRef
    Zanbak C (1977) Statistical interpretation of discontinuity contour diagrams. Int J Rock Mech Min Sci Geomech Abstr 14(3):111-20CrossRef
    Zhang W, Chen JP, Liu CH, Ma JQ, Zhang C (2011) Application of chi square test in structural homogeneity dividing of fractured rock mass. Chin J Geotech Eng 33(9):1440-446
  • 作者单位:Shengyuan Song (1)
    Qing Wang (1)
    Jianping Chen (1)
    Yanyan Li (1)
    Qi Zhang (1)
    Chen Cao (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
    Applied Geosciences
    Structural Foundations and Hydraulic Engineering
    Geoecology and Natural Processes
    Nature Conservation
  • 出版者:Springer Berlin / Heidelberg
  • ISSN:1435-9537
文摘
The mechanical and hydraulic behavior of rock masses vary from one domain to another because of the presence of discontinuities. Hence, structural domain boundaries should be determined according to the properties of these discontinuities. In this work, a new method for identifying structural domain boundaries based on discontinuity orientation and trace length is proposed. The new method is performed in three steps. First, Schmidt plots are divided into equal-area patches on the hemisphere. Second, the discontinuities occurring in each patch are ranked according to their trace lengths. Third, the Wald–Wolfowitz runs test is used to analyze the sequence of discontinuities. The results obtained by applying the new method to four simulated discontinuity data sets were more rigorous than Miller’s method in that Miller’s method only considers discontinuity orientation whereas the new method considers both orientation and trace length. Both the proposed method and Miller’s method gave the same, reliable, results when they were applied to discontinuity data collected from four adjacent adits at the Songta dam site. Only PD232 and PD252 corresponded to the same structural domain according to the two methods, because the discontinuity data collected from PD232 and PD252 had not only similar orientation distributions but also similar trace length distributions. The other advantage of the new method is that it can be used to evaluate the homogeneity of structural populations with small sample sizes. Keywords Structural domains Discontinuity orientation Discontinuity trace length Wald–Wolfowitz runs test Schmidt plot

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700