Determination of the ‘Design Block’ for Tunnel Supports in Highly Jointed Rock

Yossef H. Hatzor, R. E. Goodman

Research output: Chapter in Book/Report/Conference proceedingChapterpeer-review

10 Scopus citations

Abstract

This chapter presents the determination of design block for tunnel supports in highly jointed rock mass. For an underground excavation through a competent and discontinuous rock mass, a preferred block failure can be expected with particular boundary joint orientations and half-space combinations. This block can be found analytically by using the rock mass discontinuity distributions, the rock mass spacing distributions, and the procedures and methods of block theory. The three major factors that contribute to the block failure are the frequency of its boundary planes in the rock mass, the shape of its joint pyramid, and the instability of its joint pyramid. Block theory is established as a relevant and powerful tool for assessing the influence of discontinuities and tunnel geometry on design factors. The design block for an opening can be found prior to actual construction on the basis of the geological mapping or exploration data at hand. A great variability in joint orientations can be handled by introducing more joint sets to the system.
Original languageEnglish
Title of host publicationAnalysis and Design Methods
Subtitle of host publicationPrinciples, Practice and Projects
EditorsCharles Fairhust
Place of PublicationOxford
PublisherPergamon Press
Chapter11
Pages263-292
Number of pages30
ISBN (Print)978-0-08-040615-2
DOIs
StatePublished - 1993

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