| dc.contributor.author | Öge, İbrahim Ferid | |
| dc.date.accessioned | 2020-11-20T14:54:15Z | |
| dc.date.available | 2020-11-20T14:54:15Z | |
| dc.date.issued | 2017 | |
| dc.identifier.issn | 1877-7058 | |
| dc.identifier.uri | https://doi.org/10.1016/j.proeng.2017.05.373 | |
| dc.identifier.uri | https://hdl.handle.net/20.500.12809/2117 | |
| dc.description | ISRM European Rock Mechanics Symposium (EUROCK) - JUN 20-22, 2017 - Ostrava, CZECH REPUBLIC | en_US |
| dc.description | WOS: 000416996000082 | en_US |
| dc.description.abstract | Field measurement of rock mass permeability is essential that numerous factors influence its directional magnitude. Lugeon test is a popularly conducted field instrument in order to measure hydraulic conductivity of a rock mass. Discontinuity orientation, spacing and discontinuity surface quality, infill presence and type play essential role in permeability of the rock mass in addition to rock material itself. Geological Strength Index (GSI) is a parameter used in Gen. Hoek-Brown failure criterion and supporting empirical equations in order to estimate rock mass strength and deformability parameters. Frequently used Rock Quality Designation (RQD) and GSI and Lugeon values were combined in order to generate a relation among them. The proposed relationships are produced by interpretation of geotechnical core logging and Lugeon test results. (C) 2017 The Authors. Published by Elsevier Ltd. | en_US |
| dc.description.sponsorship | Int Soc Rock Mech, ASCR, Inst Geon | en_US |
| dc.description.sponsorship | Polyak Eynez Energy Mining A.S. and Fina Energy | en_US |
| dc.description.sponsorship | The author thanks to Polyak Eynez Energy Mining A.S. and Fina Energy and its personnel for supporting scientific research and providing necessary data for the study. The author presents his gratitudes to Geological Engineers of Polyak Eynez, Feridun Emre Yagimli, Turkoglu, Mehmet Kilic for providing extensive data on the geology of the area, preparation of geotechnical borehole logs and their additional care during hydraulic testing. Special thanks also go to the reviewers. | en_US |
| dc.item-language.iso | eng | en_US |
| dc.publisher | Elsevier Science Bv | en_US |
| dc.relation.ispartofseries | Procedia Engineering | |
| dc.item-rights | info:eu-repo/semantics/openAccess | en_US |
| dc.subject | Hydraulic Conductivity | en_US |
| dc.subject | Rock Mass | en_US |
| dc.subject | In Situ Tests | en_US |
| dc.subject | Lugeon Test | en_US |
| dc.subject | Rock Mass Permeability | en_US |
| dc.title | Assessing Rock Mass Permeability Using Discontinuity Properties | en_US |
| dc.item-type | conferenceObject | en_US |
| dc.contributor.department | MÜ, Mühendislik Fakültesi, Maden Mühendisliği Bölümü | en_US |
| dc.contributor.authorID | 0000-0001-6243-8268 | |
| dc.contributor.institutionauthor | Öge, İbrahim Ferid | |
| dc.identifier.doi | 10.1016/j.proeng.2017.05.373 | |
| dc.identifier.volume | 191 | en_US |
| dc.identifier.startpage | 638 | en_US |
| dc.identifier.endpage | 645 | en_US |
| dc.relation.journal | Isrm European Rock Mechanics Symposium Eurock 2017 | en_US |
| dc.relation.publicationcategory | Konferans Öğesi - Uluslararası - Kurum Öğretim Elemanı | en_US |
