A variogram/fractal based new peak shear strength criterion for rock joints

Pinnaduwa Kulatilake, G. Shou, T. H. Huang

Research output: Chapter in Book/Report/Conference proceedingConference contribution

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 languageEnglish (US)
Title of host publication35th U.S. Symposium on Rock Mechanics, USRMS 1995
Editors Daemen, Schultz
PublisherAmerican Rock Mechanics Association (ARMA)
Pages653-658
Number of pages6
ISBN (Print)9054105526, 9789054105527
StatePublished - Jan 1 1995
Event35th U.S. Symposium on Rock Mechanics, USRMS 1995 - Reno, United States
Duration: Jun 5 1995Jun 7 1995

Other

Other35th U.S. Symposium on Rock Mechanics, USRMS 1995
CountryUnited States
CityReno
Period6/5/956/7/95

ASJC Scopus subject areas

  • Geophysics
  • Geochemistry and Petrology

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  • Cite this

    Kulatilake, P., Shou, G., & Huang, T. H. (1995). A variogram/fractal based new peak shear strength criterion for rock joints. In Daemen, & Schultz (Eds.), 35th U.S. Symposium on Rock Mechanics, USRMS 1995 (pp. 653-658). American Rock Mechanics Association (ARMA).