4.7 Article

A New Criterion for a Toughness-Dominated Hydraulic Fracture Crossing a Natural Frictional Interface

Journal

ROCK MECHANICS AND ROCK ENGINEERING
Volume 52, Issue 8, Pages 2617-2629

Publisher

SPRINGER WIEN
DOI: 10.1007/s00603-018-1683-y

Keywords

Hydraulic fracturing; Toughness-dominated hydraulic fracture; Natural frictional interface; Intersection criterion; Parametric sensitivity analysis

Funding

  1. National Natural Science Foundation of China [51374257, 50804060]

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Hydraulic fracturing is a powerful technology, especially in stimulating fluid production from reservoirs. However, the problem of the intersection between hydraulic fractures and natural fractures is inevitable in engineering practice due to naturally fractured formations. This paper presents a new criterion for a toughness-dominated hydraulic fracture crossing a natural frictional interface through coupling the fluid flow and elastic deformation of the hydraulic fracture prior to intersecting with the natural frictional interface. The critical condition for the hydraulic fracture crossing the natural frictional interface is that the total superimposed stress does not satisfy the failure condition of the Mohr-Coulomb criterion. Simultaneously, the new criterion considers nonorthogonal intersection angles and six independent parameters relating to fluid flow (hydraulic fracture half-length, approaching distance and injection rate), rock mechanic properties (rock fracture toughness and Young's modulus) and in situ stress. The prediction outcomes show good agreement with laboratory experiments as well as sufficient advantages compared with the analytical criteria of Blanton, extended Renshaw-Pollard and Llanos. Parameter sensitivity analysis is conducted using the control variable method. The parametric analysis results reveal that the influence sphere of different parameters is limited to a certain extent by the variations in the intersection angle except for Young's modulus and the injection rate, which show slight effects on the intersection behaviors.

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