TY - GEN
T1 - Flow-coupled DEM simulation for hydraulic fracturing in pre-fractured rock
AU - Shimizu, H.
AU - Hiyama, M.
AU - Ito, T.
AU - Tamagawa, T.
AU - Tezuka, K.
N1 - Publisher Copyright:
Copyright (2014) ARMA, American Rock Mechanics Association
PY - 2014
Y1 - 2014
N2 - In naturally fractured shale oil and gas reservoirs, it is expected that the hydraulic fracture behavior is significantly influenced by the interaction with pre-existing natural fractures. However, the relationship between fracture behaviors and natural fractures has not been sufficiently clarified because direct observation of all the fractures or microcracks generated during the field or laboratory scale hydraulic fracturing is difficult. In this paper, a series of flow-coupled DEM simulations varying the properties of natural fracture, such as the permeability of natural fractures and the angle between created hydraulic fracture and natural fracture (approach angle), is presented. As a results, different fracture growth patterns were observed with different combination of approach angle and permeability of natural fracture. When the approach angle is high and the permeability is low, the hydraulic fracture ignores the existence of natural fracture and it propagated straight to the direction of maximum compressive principal stress. On the other hand, when the approach angle is low and the permeability is high, hydraulic fracture propagated along with a natural fracture. After that, it branched or curved to the direction of maximum principal stress.
AB - In naturally fractured shale oil and gas reservoirs, it is expected that the hydraulic fracture behavior is significantly influenced by the interaction with pre-existing natural fractures. However, the relationship between fracture behaviors and natural fractures has not been sufficiently clarified because direct observation of all the fractures or microcracks generated during the field or laboratory scale hydraulic fracturing is difficult. In this paper, a series of flow-coupled DEM simulations varying the properties of natural fracture, such as the permeability of natural fractures and the angle between created hydraulic fracture and natural fracture (approach angle), is presented. As a results, different fracture growth patterns were observed with different combination of approach angle and permeability of natural fracture. When the approach angle is high and the permeability is low, the hydraulic fracture ignores the existence of natural fracture and it propagated straight to the direction of maximum compressive principal stress. On the other hand, when the approach angle is low and the permeability is high, hydraulic fracture propagated along with a natural fracture. After that, it branched or curved to the direction of maximum principal stress.
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M3 - Conference contribution
AN - SCOPUS:84927160695
T3 - 48th US Rock Mechanics / Geomechanics Symposium 2014
SP - 715
EP - 721
BT - 48th US Rock Mechanics / Geomechanics Symposium 2014
A2 - Sterling, Ray
A2 - Detournay, Emmanuel
A2 - Pettitt, Will
A2 - Labuz, Joseph F.
A2 - Petersen, Lee
PB - American Rock Mechanics Association (ARMA)
T2 - 48th US Rock Mechanics / Geomechanics Symposium 2014: Rock Mechanics Across Length and Time Scales
Y2 - 1 June 2014 through 4 June 2014
ER -