4.4 Article

Estimation of effective geostress parameters driven by anisotropic stress and rock-physics models with orthorhombic symmetry

Journal

JOURNAL OF GEOPHYSICS AND ENGINEERING
Volume 14, Issue 5, Pages -

Publisher

OXFORD UNIV PRESS
DOI: 10.1088/1742-2140/aa6f6b

Keywords

geostress parameters; rock-physics model; geomechanical parameters; anisotropic stress models; minimum and maximum horizontal stress

Funding

  1. National Natural Science Foundation of China [41674130]
  2. National Basic Research Program of China (973 Program) [2013CB228604, 2014CB239201]
  3. National oil and gas major projects of China [2016ZX05027004-001, 2016ZX05002005-009]
  4. Fundamental Research Funds for the Central Universities [15CX08002A, 17CX06040]

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Estimation of effective geostress parameters is fundamental to the trajectory design and hydraulic fracturing in shale-gas reservoirs. Considering the shale characteristics of excellent stratification, well-developed cracks or fractures and small-scale pores, an effective or suitable shale anisotropic rock-physics model contributes to achieving the accurate prediction of effective geostress parameters in shale-gas reservoirs. In this paper, we first built a shale anisotropic rock-physics model with orthorhombic symmetry, which helps to calculate the anisotropic and geomechanical parameters under the orthorhombic assumption. Then, we introduced an anisotropic stress model with orthorhombic symmetry compared with an isotropic stress model and a transversely isotropic stress model. Combining the effective estimation of the pore pressure and the vertical stress parameters, we finally obtained the effective geostress parameters including the minimum and maximum horizontal stress parameters, providing a useful guide for the exploration and development in shale-gas reservoirs. Of course, ultimately the optimal choice of the hydraulic-fracturing area may also take into consideration other multi-factors such as the rock brittleness, cracks or fractures, and hydrocarbon distribution.

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