Physical model test method for extension rules of natural cracks and artificial cracks
A technology of natural fractures and artificial fractures, which is used in earth-moving drilling, production of fluids, wellbore/well components, etc. It can solve the problem of not considering the difference in mechanical properties of reservoirs and interlayers, and not considering the number, location and scale of natural fractures. Crack characteristics and other issues to achieve the effect of improving the development effect
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Embodiment 1
[0025] Such as Figure 1-3 Shown, a kind of natural crack and artificial crack extension rule physical model test method, comprises the following steps:
[0026] Obtain the three-way stress value and rock mechanics parameters of the real geological core under formation conditions, the rock mechanics parameters include density, uniaxial compressive strength, tensile strength, Poisson's ratio and modulus of elasticity; the step 1) The shape of the real geological core is a cylinder, the height of the cylinder is 50mm, and the diameter is 25mm; the three-dimensional stress value interprets the relative coordinates of fractured wells, initial fracturing data, logging data and The relationship between rock mechanics parameters and in-situ stress is obtained; in isotropic rocks, the in-situ stress in all directions is equal; according to the actual measurement results of the in-situ stress field, it is concluded that the stress in the stratum is not equal in all directions in the ho...
Embodiment 2
[0036] In 2017, for fracture-developed reservoirs in the Yanchi area, the natural fracture and artificial fracture extension law physical model test method was used to optimize the parameters of the key factors that high-angle fractures affect artificial fractures, including the following steps:
[0037] 1) Obtain the three-dimensional in-situ stress value and rock mechanics parameters of the real geological core under formation conditions, and the rock mechanics parameters include density, uniaxial compressive strength, tensile strength, Poisson's ratio and elastic modulus; according to the in-situ stress field According to the actual measurement results, it is concluded that the stress in the horizontal direction of the formation is not equal, and the three-dimensional stress value in the physical model test is set as σ V -σ H -σ h =18-12-6 / MPa; The real geological core shape is a cylinder in the step 1), the height of the cylinder is 50mm, and the diameter is 25mm;
[003...
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