Abstract
In general, roughness profiles of rock joints consist of non-stationary and stationary components. A new strength criterion which includes one parameter to capture the non-stationary roughness and two parameters to capture the stationary roughness is suggested for modelling the anisotropic peak shear strength of rock joints at low normal effective stresses. In practice, to allow for modelling uncertainties, the new equation should be used along with a factor of safety of about 1.5. Rock Mechanics, Daemen & Schultz (eds).
| Original language | English (US) |
|---|---|
| Title of host publication | 35th U.S. Symposium on Rock Mechanics, USRMS 1995 |
| Editors | Daemen, Schultz |
| Publisher | American Rock Mechanics Association (ARMA) |
| Pages | 653-658 |
| Number of pages | 6 |
| ISBN (Print) | 9054105526, 9789054105527 |
| State | Published - Jan 1 1995 |
| Event | 35th U.S. Symposium on Rock Mechanics, USRMS 1995 - Reno, United States Duration: Jun 5 1995 → Jun 7 1995 |
Other
| Other | 35th U.S. Symposium on Rock Mechanics, USRMS 1995 |
|---|---|
| Country | United States |
| City | Reno |
| Period | 6/5/95 → 6/7/95 |
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ASJC Scopus subject areas
- Geophysics
- Geochemistry and Petrology
Cite this
A variogram/fractal based new peak shear strength criterion for rock joints. / Kulatilake, Pinnaduwa; Shou, G.; Huang, T. H.
35th U.S. Symposium on Rock Mechanics, USRMS 1995. ed. / Daemen; Schultz. American Rock Mechanics Association (ARMA), 1995. p. 653-658.Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
}
TY - GEN
T1 - A variogram/fractal based new peak shear strength criterion for rock joints
AU - Kulatilake, Pinnaduwa
AU - Shou, G.
AU - Huang, T. H.
PY - 1995/1/1
Y1 - 1995/1/1
N2 - In general, roughness profiles of rock joints consist of non-stationary and stationary components. A new strength criterion which includes one parameter to capture the non-stationary roughness and two parameters to capture the stationary roughness is suggested for modelling the anisotropic peak shear strength of rock joints at low normal effective stresses. In practice, to allow for modelling uncertainties, the new equation should be used along with a factor of safety of about 1.5. Rock Mechanics, Daemen & Schultz (eds).
AB - In general, roughness profiles of rock joints consist of non-stationary and stationary components. A new strength criterion which includes one parameter to capture the non-stationary roughness and two parameters to capture the stationary roughness is suggested for modelling the anisotropic peak shear strength of rock joints at low normal effective stresses. In practice, to allow for modelling uncertainties, the new equation should be used along with a factor of safety of about 1.5. Rock Mechanics, Daemen & Schultz (eds).
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UR - http://www.scopus.com/inward/citedby.url?scp=85054331339&partnerID=8YFLogxK
M3 - Conference contribution
SN - 9054105526
SN - 9789054105527
SP - 653
EP - 658
BT - 35th U.S. Symposium on Rock Mechanics, USRMS 1995
A2 - Daemen, null
A2 - Schultz, null
PB - American Rock Mechanics Association (ARMA)
ER -