Transcription of Rock Engineering Practice & Design - ISRM
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Rock Engineering Practice & Design - ISRM
Rock EngineeringRock EngineeringPractice & DesignPractice & DesignLecture 3: Lecture 3: Rock Mass Classification Rock Mass Classification & Empirical Design & Empirical Design1 of 40 Erik Eberhardt UBC Geological Engineering ISRM EditionAuthor s Note:Author s Note:The lecture slides provided here are taken from the course Geotechnical Engineering Practice , which is part of the 4th year Geological Engineering program at the University of British Columbia (V C d ) Th k ii d (Vancouver, Canada). The course covers rock Engineering and geotechnical Design methodologies, building on those already taken by the students covering Introductory Rock Mechanics and Advanced Rock Mechanics Rock Mechanics. Although the slides have been modified in part to add context, they of course are missing the detailed narrative that accompanies any l l d h h l lecture. It is also recognized that these lectures summarize, reproduce and build on the work of others for which gratitude is extended.
Failure Mechanisms structurally-controlled fl rock mass failure The Stability of an underground opening is a function of: failure •Stress low or high •Structure • f llifalling
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