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contributor authorM. M.
contributor authorRahman
contributor authorS. S.
contributor authorRahman
date accessioned2017-05-08T21:45:42Z
date available2017-05-08T21:45:42Z
date copyrightDecember 2013
date issued2013
identifier other%28asce%29gm%2E1943-5622%2E0000286.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61676
description abstractIn this paper, the propagation behavior of an induced hydraulic fracture in the presence of a natural fracture is described. A complex meshing and finite-element technique are employed to couple a poroelastic formation, a hydraulic fracture, and an arbitrarily oriented natural fracture. Possibilities of fracture deviation, arrest, and crossing for various angles of approach are investigated under different scenarios of in situ stress contrast, rock strength, and natural fracture geometry (length). Results of this study show that orientation of natural fracture and its length have a profound effect on induced hydraulic fracture propagation. It has been observed that, in most cases, the induced hydraulic fracture crosses short natural fractures (
publisherAmerican Society of Civil Engineers
titleStudies of Hydraulic Fracture-Propagation Behavior in Presence of Natural Fractures: Fully Coupled Fractured-Reservoir Modeling in Poroelastic Environments
typeJournal Paper
journal volume13
journal issue6
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0000274
treeInternational Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 006
contenttypeFulltext


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