The Sumela Monastery slope in Maçka, Trabzon, Northeast Turkey: Rock mass properties and stability assessment

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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

RDL Kalıcı Bağlantı (PID)
https://rdlopen.rawdatalibrary.net/r/gumushane/15434Resmi atıflarda kullanılan kalıcı adres
DOI
https://doi.org/10.1007/s10064-010-0343-6Yayıncı resmi DOI adresi
Tam Kayıt
AlanDeğerDil
dc.contributor.authorGelişli, Kenan
dc.contributor.authorŞeren, Aysel
dc.contributor.authorBabacan, Ali Erden
dc.contributor.authorÇataklı, Aycan
dc.contributor.authorErsoy, Hakan
dc.contributor.authorKandemir, Raif
dc.date.accessioned2026-10-22T10:24:00.397765500Z
dc.date.available2026-10-22T10:24:00.397765500Z
dc.date.issued2011
dc.description.abstractIn 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.sponsorshipKaradeniz Technical University Research Fund, (2002.112.007.1)
dc.identifier.doi10.1007/s10064-010-0343-6
dc.identifier.eissn1435-9537
dc.identifier.endpage583
dc.identifier.issn1435-9529
dc.identifier.issue4
dc.identifier.scopus2-s2.0-80255141793
dc.identifier.startpage577
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/gumushane/15434
dc.identifier.volume70
dc.identifier.wosWOS:000299511100005
dc.language.isoen
dc.publisherSpringer Verlag
dc.relation.ispartofBulletin of Engineering Geology and the Environment
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectQ value
dc.subjectRMR
dc.subjectRock classification
dc.subjectRQD
dc.subjectSeismic velocity
dc.subjectSumela Monastery
dc.subject.classificationEngineering, Environmental
dc.subject.classificationEngineering, Geological
dc.subject.classificationGeosciences, Multidisciplinary
dc.subject.classificationEngineering
dc.subject.classificationGeology
dc.subject.otherMacka
dc.subject.otherTrabzon [Turkey]
dc.subject.otherTurkey
dc.subject.otherCements
dc.subject.otherClassification (of information)
dc.subject.otherCracks
dc.subject.otherRock bursts
dc.subject.otherRock mechanics
dc.subject.otherSeismic waves
dc.subject.otherSeismology
dc.subject.otherSlope stability
dc.subject.otherSystem stability
dc.subject.otherWave propagation
dc.subject.otherCement based material
dc.subject.otherQ-values
dc.subject.otherRock classification
dc.subject.otherRock mass properties
dc.subject.otherRock quality designation
dc.subject.otherSeismic velocities
dc.subject.otherSeismic wave velocity
dc.subject.otherSumela Monastery
dc.subject.othercliff
dc.subject.otherhazard assessment
dc.subject.othernatural hazard
dc.subject.otherQ system
dc.subject.otherrock block
dc.subject.otherrock mass classification
dc.subject.otherrock mass response
dc.subject.otherrockfall
dc.subject.otherseismic velocity
dc.subject.otherseismic wave
dc.subject.otherstability analysis
dc.subject.otherRocks
dc.titleThe Sumela Monastery slope in Maçka, Trabzon, Northeast Turkey: Rock mass properties and stability assessment
dc.typeArticle
dspace.entity.typePublication
rdl.citation.openalex12
rdl.citation.scopus13
rdl.citation.wos8
rdl.oa.statusclosed
rdl.source.indexSCOPUS
rdl.source.indexWOS
rdl.wos.indexScience Citation Index Expanded (SCI-EXPANDED)