Abstract
A two-dimensional elastic analysis is made of conditions for initiating, by pressurizing a jacketed borehole, secondary fractures that extend perpendicuI ar to the maximum in-situ stress, The problem is uncoupled i nto two parts, first, the tangential stress is calculated at the points of initiation of the secondary fractures as a function of borehole pressure, far-field stress, and length of the prima ry fractures, and second, the stable length of the primary fractures is calculated using I inear elastic fracture mechanics This analysis leads to a simple method for determining ω1 provided that ω2 and the primary and secondary breakdown pressures are known, ana does not require determination of the tensi le strength of the rock.
Original language | English (US) |
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Pages | 281-288 |
Number of pages | 8 |
State | Published - 1986 |
Externally published | Yes |
Event | International Society for Rock Mechanics and Rock Engineering International Symposium, ISRM IS 1986 - Stockholm, Sweden Duration: Aug 31 1986 → Sep 3 1986 |
Other
Other | International Society for Rock Mechanics and Rock Engineering International Symposium, ISRM IS 1986 |
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Country/Territory | Sweden |
City | Stockholm |
Period | 8/31/86 → 9/3/86 |
Bibliographical note
Publisher Copyright:© 1986 International Society for Rock Mechanics. All rights reserved.