Hydraulic Fracturing Mechanism of Rock Mass under Stress-Damage-Seepage Coupling Effect

نویسندگان

چکیده

According to the damage evolution model of rock mass under stress-seepage coupling effect, representative element theory is employed describe change law mesostructure. Based on elasticity and Weibull distribution, statistical constitutive finite numerical algorithm are established, by adopting COMSOL Multiphysics software MATLAB program. Besides, validity verified triaxial compression test. hydraulic fracturing processes equal unequal in situ stresses numerically simulated, mechanical behavior during complex underground environment also studied. Under condition stress, stress distribution surrounding circular hole annular, which similar elastic rock. tends be with increase lateral pressure coefficient, along diagonal decreases. The simulation results good agreement theoretical results, indicates that have correlation certain accuracy. By analyzing size direction horizontal shape extension cracks judged, provides an important basis for water inrush prediction engineering protection.

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ژورنال

عنوان ژورنال: Geofluids

سال: 2022

ISSN: ['1468-8115', '1468-8123']

DOI: https://doi.org/10.1155/2022/5241708