The Sumela Monastery slope in Maçka, Trabzon, Northeast Turkey: Rock mass properties and stability assessment
Özet
In 2001, rock falls occurred on the southern slope of the Sumela Monastery, which was built on a cliff in Trabzon, north east Turkey, and is visited by many tourists. Considering the steepness of the slope and difficulty of access, rock classifications were made based on seismic wave velocity, rock mass quality (Q), rock quality designation (RQD) and rock mass rating (RMR). The results indicated extremely poor to very poor rock in the cracked, fractured and weathered parts and poor to fair rock in the intact parts of the monastery slope. As a consequence, rock fall, slide and rolling may occur from time to time. These constitute a hazard to the facilities of the monastery and access paths. It is recommended that cracked areas are strengthened with cement-based materials, that accumulated rocks are removed, and that retaining walls are constructed on solid rock around the unstable rock blocks.
Anahtar Kelimeler
Tam Kayıt
| Alan | Değer | Dil |
|---|---|---|
| dc.contributor.author | Gelişli, Kenan | |
| dc.contributor.author | Şeren, Aysel | |
| dc.contributor.author | Babacan, Ali Erden | |
| dc.contributor.author | Çataklı, Aycan | |
| dc.contributor.author | Ersoy, Hakan | |
| dc.contributor.author | Kandemir, Raif | |
| dc.date.accessioned | 2026-10-22T10:24:00.397765500Z | |
| dc.date.available | 2026-10-22T10:24:00.397765500Z | |
| dc.date.issued | 2011 | |
| dc.description.abstract | In 2001, rock falls occurred on the southern slope of the Sumela Monastery, which was built on a cliff in Trabzon, north east Turkey, and is visited by many tourists. Considering the steepness of the slope and difficulty of access, rock classifications were made based on seismic wave velocity, rock mass quality (Q), rock quality designation (RQD) and rock mass rating (RMR). The results indicated extremely poor to very poor rock in the cracked, fractured and weathered parts and poor to fair rock in the intact parts of the monastery slope. As a consequence, rock fall, slide and rolling may occur from time to time. These constitute a hazard to the facilities of the monastery and access paths. It is recommended that cracked areas are strengthened with cement-based materials, that accumulated rocks are removed, and that retaining walls are constructed on solid rock around the unstable rock blocks. | |
| dc.description.sponsorship | Karadeniz Technical University Research Fund, (2002.112.007.1) | |
| dc.identifier.doi | 10.1007/s10064-010-0343-6 | |
| dc.identifier.eissn | 1435-9537 | |
| dc.identifier.endpage | 583 | |
| dc.identifier.issn | 1435-9529 | |
| dc.identifier.issue | 4 | |
| dc.identifier.scopus | 2-s2.0-80255141793 | |
| dc.identifier.startpage | 577 | |
| dc.identifier.uri | https://rdlopen.rawdatalibrary.net/r/gumushane/15434 | |
| dc.identifier.volume | 70 | |
| dc.identifier.wos | WOS:000299511100005 | |
| dc.language.iso | en | |
| dc.publisher | Springer Verlag | |
| dc.relation.ispartof | Bulletin of Engineering Geology and the Environment | |
| dc.rights | info:eu-repo/semantics/closedAccess | |
| dc.subject | Q value | |
| dc.subject | RMR | |
| dc.subject | Rock classification | |
| dc.subject | RQD | |
| dc.subject | Seismic velocity | |
| dc.subject | Sumela Monastery | |
| dc.subject.classification | Engineering, Environmental | |
| dc.subject.classification | Engineering, Geological | |
| dc.subject.classification | Geosciences, Multidisciplinary | |
| dc.subject.classification | Engineering | |
| dc.subject.classification | Geology | |
| dc.subject.other | Macka | |
| dc.subject.other | Trabzon [Turkey] | |
| dc.subject.other | Turkey | |
| dc.subject.other | Cements | |
| dc.subject.other | Classification (of information) | |
| dc.subject.other | Cracks | |
| dc.subject.other | Rock bursts | |
| dc.subject.other | Rock mechanics | |
| dc.subject.other | Seismic waves | |
| dc.subject.other | Seismology | |
| dc.subject.other | Slope stability | |
| dc.subject.other | System stability | |
| dc.subject.other | Wave propagation | |
| dc.subject.other | Cement based material | |
| dc.subject.other | Q-values | |
| dc.subject.other | Rock classification | |
| dc.subject.other | Rock mass properties | |
| dc.subject.other | Rock quality designation | |
| dc.subject.other | Seismic velocities | |
| dc.subject.other | Seismic wave velocity | |
| dc.subject.other | Sumela Monastery | |
| dc.subject.other | cliff | |
| dc.subject.other | hazard assessment | |
| dc.subject.other | natural hazard | |
| dc.subject.other | Q system | |
| dc.subject.other | rock block | |
| dc.subject.other | rock mass classification | |
| dc.subject.other | rock mass response | |
| dc.subject.other | rockfall | |
| dc.subject.other | seismic velocity | |
| dc.subject.other | seismic wave | |
| dc.subject.other | stability analysis | |
| dc.subject.other | Rocks | |
| dc.title | The Sumela Monastery slope in Maçka, Trabzon, Northeast Turkey: Rock mass properties and stability assessment | |
| dc.type | Article | |
| dspace.entity.type | Publication | |
| rdl.citation.openalex | 12 | |
| rdl.citation.scopus | 13 | |
| rdl.citation.wos | 8 | |
| rdl.oa.status | closed | |
| rdl.source.index | SCOPUS | |
| rdl.source.index | WOS | |
| rdl.wos.index | Science Citation Index Expanded (SCI-EXPANDED) |
