4.7 Article

Mixture distribution model for three-dimensional geometric attributes of multiple discontinuity sets based on trace data of rock mass

Journal

ENGINEERING GEOLOGY
Volume 311, Issue -, Pages -

Publisher

ELSEVIER
DOI: 10.1016/j.enggeo.2022.106915

Keywords

Discontinuous rock mass; Discrete fracture network; Mixture distribution model; Geological coordinate system; Geometric probabilistic relationship

Funding

  1. National Natural Science Foundation of China [41972277, 41602300]
  2. Special Fund for Basic Research on Scientific Instruments of the National Natural Science Foundation of China [4182780021]
  3. State Key Laboratory for Geo-Mechanics and Deep Underground Engineering, China University of Mining and Technology [SKLGDUEK2006]
  4. China State Railway Group Co., Ltd. [P2019G038]

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The geometric attributes of discontinuities are crucial for accurately modeling the discrete fracture network (DFN) of a rock mass. Estimating the three-dimensional geometric parameters of multiple sets of discontinuities using observation data is difficult. This study proposes a mixture distribution model for the 3D geometric attributes of multiple discontinuity sets and establishes a method for estimating the mixture distributions using two-dimensional trace data. The model is verified using Monte Carlo simulations and applied to a tunnel excavation, showing good agreement with reality.
The geometric attributes of discontinuities are critical to an accurate discrete fracture network (DFN) model of rock mass. It is difficult to estimate three-dimensional (3D) geometric parameters of multiple groups of discontinuities by observation data. The study proposes a mixture distribution model for the 3D geometric attributes of multiple discontinuity sets. The method of estimating the mixture distributions of 3D geometric attributes of all discontinuity sets from the two-dimensional (2D) trace data in a sampling window is established and modified, including discontinuity diameter distribution estimation, volume density estimation, orientation distribution estimation, and distribution mixing. Discontinuities are assumed to be thin disks uniformly distributed in space, and their roughness and aperture are ignored. Discontinuity diameter and orientation follow lognormal distribution and bivariate normal distribution, respectively. Orientation distributions defined on the definitional domain of the geological coordinate system are derived to represent the real frequency distributions of orientation measurements in 3D rock mass space. The mixture distribution model is verified by using Monte Carlo method to generate DFNs with different volume densities, and distribution parameters of orientation and diameter. The maximum error of volume density is < 0.5 m(-3). The estimated distributions of diameter and orientation are in good agreement with the true distributions, while there are limited symmetry estimation errors of the discontinuity sets with orientation samples covering both sides of the 0 degrees or 180 degrees polar axis. The model is applied to Sejilashan tunnel, and the result indicates that the surrounding rock of two excavation faces have a high probability to be rated as the V classification according to the engineering classification of rock mass in China, which is in good agreement with the reality according to the geological survey and field observation.

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