Research Article
Fracture Propagation Behavior of Jointed Rocks in Hydraulic Fracturing
Figure 12
Pore pressure field (a, c) and minimum principal stress distribution (b, d) of masonry-shaped joint models: σH = 15 MPa, σh = 10 MPa (a, b) and σH = 10 MPa, σ = 15 MPa (c, d).
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