Please use this identifier to cite or link to this item: https://hdl.handle.net/11499/9570
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dc.contributor.authorKumsar, Halil-
dc.contributor.authorAydan, Ö.-
dc.contributor.authorTano, H.-
dc.contributor.authorÇelik, Sefer Beran-
dc.contributor.authorUlusay, R.-
dc.date.accessioned2019-08-16T13:02:56Z
dc.date.available2019-08-16T13:02:56Z
dc.date.issued2016-
dc.identifier.issn0723-2632-
dc.identifier.urihttps://hdl.handle.net/11499/9570-
dc.identifier.urihttps://doi.org/10.1007/s00603-015-0826-7-
dc.description.abstractA creep-like landslide in the Gündoğdu district of Babadağ town in Denizli (Turkey), where about 2000 people lived within the damaged houses, has been moving with a velocity of 4-14. cm/year since 1940s. Field observations and monitoring together with geomechanical laboratory tests were carried out to investigate the causative factors of the landslide. These studies were conducted as a part of an international research project performed by Turkish and Japanese scientists since 2000. Long-term monitoring stations established involved measurements of meteorological parameters, displacements, acoustic emission counts, variations in groundwater table, borehole strain measurement, in situ permeability and infiltration characteristics of the slope forming materials, and vibrations induced by weaving machines during their operation. Geomechanical properties of the sandstone and marl, which form the unstable slope, were determined from laboratory tests. In addition to the use of conventional 2-D equilibrium method of analyses, a new approach for modelling the long-term creep-like behaviour of the landslide body, based on discrete finite element method, was also proposed and used to analyse the landslide. It was found that the sliding mass has been involving several zones of weakness (interface) between the sandstone and marl layers through in situ monitoring. The monitoring data of pipe strain, groundwater level fluctuation and rainfall, and AE data showed that slope movement accelerated during and after rainy seasons. It was obtained that the proposed numerical method based on discrete finite element method (DFEM), which considers the softening and hardening of stiffness of the weakness zone as a function of rainfall and, is capable of simulating creep-like behaviour of the landslide. Disaster and Emergency Management Authority of Turkey also considered the results of this research and the landslide area was designated as a Natural Disaster Area and the people living in the unstable part of the town were re-settled at a new area. © Springer-Verlag Wien 2016.en_US
dc.language.isoenen_US
dc.publisherSpringer-Verlag Wienen_US
dc.relation.ispartofRock Mechanics and Rock Engineeringen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectBabadağen_US
dc.subjectCreep-like landslideen_US
dc.subjectDiscrete finite elementen_US
dc.subjectMultiparameter monitoringen_US
dc.subjectNatural hazarden_US
dc.subjectBalloonsen_US
dc.subjectCreepen_US
dc.subjectDisastersen_US
dc.subjectFertilizersen_US
dc.subjectFinite element methoden_US
dc.subjectGeomechanicsen_US
dc.subjectGroundwateren_US
dc.subjectLandslidesen_US
dc.subjectMonitoringen_US
dc.subjectNumerical methodsen_US
dc.subjectRainen_US
dc.subjectRisk managementen_US
dc.subjectSandstoneen_US
dc.subjectSlope stabilityen_US
dc.subjectTextile industryen_US
dc.subjectWeavingen_US
dc.subjectGeomechanical propertiesen_US
dc.subjectGroundwater level fluctuationen_US
dc.subjectInfiltration characteristicen_US
dc.subjectInternational researchesen_US
dc.subjectMeteorological parametersen_US
dc.subjectMultiparametersen_US
dc.subjectSlope-forming materialsen_US
dc.subjectAcoustic emission testingen_US
dc.subjectacoustic emissionen_US
dc.subjectcreepen_US
dc.subjectdisaster managementen_US
dc.subjectfinite element methoden_US
dc.subjectgeomechanicsen_US
dc.subjectin situ testen_US
dc.subjectintegrated approachen_US
dc.subjectlandslideen_US
dc.subjectmarlen_US
dc.subjectnatural hazarden_US
dc.subjectnumerical methoden_US
dc.subjectpipe layingen_US
dc.subjectsandstoneen_US
dc.subjectwater levelen_US
dc.subjectDenizli [Turkey]en_US
dc.subjectTurkeyen_US
dc.titleAn integrated geomechanical investigation, multi-parameter monitoring and analyses of Babadağ-Gündoğdu creep-like landslideen_US
dc.typeArticleen_US
dc.identifier.volume49en_US
dc.identifier.issue6en_US
dc.identifier.startpage2277
dc.identifier.startpage2277en_US
dc.identifier.endpage2299en_US
dc.authorid0000-0003-1850-5229-
dc.authorid0000-0001-8051-2150-
dc.identifier.doi10.1007/s00603-015-0826-7-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.scopus2-s2.0-84940492064en_US
dc.identifier.wosWOS:000377365400019en_US
dc.identifier.scopusqualityQ1-
dc.ownerPamukkale University-
item.fulltextNo Fulltext-
item.grantfulltextnone-
item.languageiso639-1en-
item.openairetypeArticle-
item.cerifentitytypePublications-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
crisitem.author.dept10.08. Geological Engineering-
crisitem.author.dept10.08. Geological Engineering-
Appears in Collections:Mühendislik Fakültesi Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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