A simple approximation to estimate the hoek-brown parameter 'mi' for intact rocks
| dc.contributor.author | Sarı, Mehmet | |
| dc.date.accessioned | 13.07.201910:50:10 | |
| dc.date.accessioned | 2019-07-16T08:23:51Z | |
| dc.date.available | 13.07.201910:50:10 | |
| dc.date.available | 2019-07-16T08:23:51Z | |
| dc.date.issued | 2010 | |
| dc.department | Mühendislik Fakültesi | |
| dc.description | European Rock Mechanics Symposium, EUROCK 2010 -- 15 June 2010 through 18 June 2010 -- Lausanne -- 89434 | |
| dc.description.abstract | A very useful approximation for the estimation of the Hoek-Brown material constant mi is presented in this study and the basic logic behind it is evaluated in detail. The study clearly indicates that the Hoek-Brown material constant mi can be approximately predicted from the ratio between the uniaxial compressive strength and tensile strength of brittle intact rocks. By introducing the brittleness ratio of ?c/?t into the generalized Hoek-Brown failure equation instead of the material constant mi , which, actually, has a fundamental importance, a practical formulation is suggested for this commonly employed failure criterion. © 2010 Taylor & Francis Group. | |
| dc.identifier.endpage | 172 | en_US |
| dc.identifier.isbn | 9780415586542 | |
| dc.identifier.scopusquality | N/A | |
| dc.identifier.startpage | 169 | en_US |
| dc.identifier.uri | https://hdl.handle.net/20.500.12451/2830 | |
| dc.identifier.wosquality | N/A | |
| dc.indekslendigikaynak | Web of Science | |
| dc.indekslendigikaynak | Scopus | |
| dc.language.iso | en | |
| dc.relation.ispartof | Rock Mechanics in Civil and Environmental Engineering - Proceedings of the European Rock Mechanics Symposium, EUROCK 2010 | |
| dc.relation.publicationcategory | Konferans Öğesi - Uluslararası - Kurum Öğretim Elemanı | |
| dc.rights | info:eu-repo/semantics/closedAccess | |
| dc.title | A simple approximation to estimate the hoek-brown parameter 'mi' for intact rocks | |
| dc.type | Conference Object |
