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) |
|---|---|
| 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 |
|---|---|
| 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.
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