Affiliation:
1. University of Toronto Toronto Ontario Canada
2. University of Applied Sciences Department of Civil and Environmental Engineering Haardtring 100 Darmstadt Germany
3. LNEC – Portuguese National Laboratory for Civil Engineering Av. do Brasil, 101 1700‐066 Lisboa Portugal
4. KTH Royal Institute of Technology, Division of Soil and Rock Mechanics Brinellvägen 23 100 44 Stockholm Sweden
Abstract
AbstractThe current Eurocode revision process is sought to improve Eurocode 7 for application to rock engineering, while including only techniques and procedures that are in widespread customary use. The revision process has exposed much about the application of the Eurocodes to rock engineering, thereby offering hints as to what material should be included in the next revision – tentatively suggested for publication in 2035. Crucially, ideas have developed about how rock engineering practice may need to develop to embrace the principles on which the Eurocodes are based. In particular, aspects of determining the properties of rock masses, and design verification by observational methods, partial factors, numerical modelling, and prescriptive rules are all thought to require significant improvement or dramatic modification. This paper highlights challenges identified regarding the application of the Eurocodes to rock engineering, and which will need to be addressed in the future. Ideas are presented about how these challenges may be overcome, but these are given in the spirit of stimulating ongoing conversation within the rock mechanics and rock engineering community rather than presenting definite proposals.
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Cited by
5 articles.
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