An example of slip instability resulting from displacement-varying strength
Pure and Applied Geophysics PAGEOPH
By: D. Lockner and J. Byerlee
Links
- More information: Publisher Index Page (via DOI)
- Download citation as: RIS | Dublin Core
Abstract
A rock cylinder, containing a clay-filled sawcut making an angle of 30?? to the sample axis, was deformed at constant confining and pore pressures and constant remote shortening rate. The sawcut surfaces contained a series of regularly spaced ridges and grooves oriented perpendicular to the direction of shear. The interaction of these grooved surfaces resulted in a sliding strength which varied periodically with displacement. By varying the effective machine stiffness through the use of an electronic feedback circuit, a range of stable and unstable slip behavior was achieved. In this way, we examined fault slip behavior which was dominated by displacement-dependent strength. ?? 1990 Birkha??user Verlag.
Suggested Citation
Lockner, D., Byerlee, J., 1990, An example of slip instability resulting from displacement-varying strength: Pure and Applied Geophysics PAGEOPH, v. 133, no. 2, p. 269-281, https://doi.org/10.1007/BF00877163.
| Publication type | Article |
|---|---|
| Publication Subtype | Journal Article |
| Title | An example of slip instability resulting from displacement-varying strength |
| Series title | Pure and Applied Geophysics PAGEOPH |
| DOI | 10.1007/BF00877163 |
| Volume | 133 |
| Issue | 2 |
| Year Published | 1990 |
| Language | English |
| Publisher location | Birkha??user-Verlag |
| Larger Work Type | Article |
| Larger Work Subtype | Journal Article |
| Larger Work Title | Pure and Applied Geophysics PAGEOPH |
| First page | 269 |
| Last page | 281 |