ISSN 1006-3021 CN11-3474/P
Published bimonthly started in 1979
利用地质统计学方法模拟岩石裂隙网络的三维空间分布——以云南个旧高松矿田为例
  
关键词:fracture network  three dimensional distribution  geostatistics  Gejiu tin mine
基金项目:国家自然科学基金项目“地学中方向性变量的多尺度空间分布模拟”(编号: 40902058)
作者单位E-mail
刘春学 云南财经大学城市与环境学院 chunxueliu@hotmail.com 
倪春中 昆明理工大学国土资源工程学院  
燕永锋 昆明理工大学国土资源工程学院  
谭喨 云南财经大学城市与环境学院  
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摘要:
Three-dimensional Simulation of Rock Fractures by Geostatistical Method: A Case Study of Gaosong Field in Yunnan Province
      The simulation of fracture distribution is an important problem in various fields of geosciences. To simulate the spatial distribution of fracture networks, this paper proposes a geostatistical method in consideration of their di-rections (strikes and dips). Fracture locations are generated randomly, following fracture density values assigned by sequential Gaussian simulation method. Fracture direction is divided into n equal (or unequal) groups, and sample fracture directions are assigned to its corresponding group. Then sample fracture directions are transformed into indicators consisting of n binary variables, where 1 and 0 represents belonging to and not belonging to this group. For calculation convenience, the indicator number is reduced by using the principal component analysis. Then ordinary kriging is employed to estimate the distributions of these principal components. The results are inversed to the original indicator form, and the biggest one is assigned as 1 while the others are assigned as 0. Fracture directions are generated randomly by using the cumulative distribution function of the biggest group. Based on these simulated results, fracture elements can be determined with location and direction. At last, fracture elements within the angle and distance tolerances are connected to be one fracture. The case study of the fracture data in Gejiu dolomite of southeast Yunnan Province shows that the combination of sequential Gaussian simulation, ordinary kriging and principal component analysis can provide a reasonable simulation result for locations and directions of fractures.
LIU Chun-xue,NI Chun-zhong,YAN Yong-feng,TAN Liang.2013.Three-dimensional Simulation of Rock Fractures by Geostatistical Method: A Case Study of Gaosong Field in Yunnan Province[J].Acta Geoscientica Sinica,34(3):347-353.
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