Geo-environmental site investigation for Tunceli, Turkey municipal solid waste disposal site

MakaleYalnız künyeScopus SJRQ1
  • SDG 6 · Temiz Su ve Sanitasyon
  • SDG 11 · Sürdürülebilir Şehirler ve Topluluklar
  • SDG 12 · Sorumlu Üretim ve Tüketim

Özet

The environmental and geological condition of a current solid waste disposal site in the city of Tunceli, Turkey was investigated. Improper geological structure and soil properties of this unsanitary solid waste storage site as well as leachate from this site caused significant pollution in air, soil, and surface water. Natural soil characteristics and geology of the site are presented in this paper. Petrographic properties of vulcanized rubber rocks composed of tuff and volcanic sandstone at the bottom of storage sites and the mineralogical composition of the base composed of these rocks were examined. Permeability of the natural soil and index properties were determined using soil mechanics experiments (moisture content, specific gravity, Atterberg limit tests, sieve analysis, hydrometer analysis, falling-head permeability test, and standard proctor test) conducted on disturbed samples collected from excavated sites and the relationship between mineralogical composition and soil hydraulic behavior was investigated. Natural soil samples of six different parts of the site indicated that, the soil class in four samples is silty sands, sand-silt mixtures, one is clayey sands, sand-clay mixtures and one is clayey silts with slight plasticity. The values obtained using permeability tests for subsoil samples vary from 10(-5) to 10(-8) cm/s. Low permeability (10(-7) and 10(-8) cm/s) at the south part of the site increases to 10(-5) cm/s at the natural soil of the North side. Extensively faulted and fissured volcanic sandstone levels at the site give potential to waste leachate to reach deep levels. The soil composition, hydraulic conductivity, topographic conditions, and other location criteria in the current solid waste disposal site showed that the current disposal site is not suitable for this purpose. (C) 2013 Elsevier B.V. All rights reserved.

Anahtar Kelimeler

RDL Kalıcı Bağlantı (PID)
https://rdlopen.rawdatalibrary.net/r/munzur/4808Resmi atıflarda kullanılan kalıcı adres
İndeks kayıtları
Kaydın indeks veri tabanlarındaki sayfası (aktarımda alınan kayıt numarasıyla). Erişim, indeksin kendi koşullarına bağlıdır.
Atıflar
WoS
5
OpenAlex
6
Her kaynağın kendi saydığı toplam atıf; aktarım ve zenginleştirme sırasında alındı.
Tam Kayıt
AlanDeğerDil
dc.contributor.authorÖnal, Ayten Oztufekci
dc.contributor.authorDemirbilek, Deniz
dc.contributor.authorDemir, Veysel
dc.date.accessioned2026-10-28T15:03:47.046780596Z
dc.date.available2026-10-28T15:03:47.046780596Z
dc.date.issued2013-06
dc.description.abstractThe environmental and geological condition of a current solid waste disposal site in the city of Tunceli, Turkey was investigated. Improper geological structure and soil properties of this unsanitary solid waste storage site as well as leachate from this site caused significant pollution in air, soil, and surface water. Natural soil characteristics and geology of the site are presented in this paper. Petrographic properties of vulcanized rubber rocks composed of tuff and volcanic sandstone at the bottom of storage sites and the mineralogical composition of the base composed of these rocks were examined. Permeability of the natural soil and index properties were determined using soil mechanics experiments (moisture content, specific gravity, Atterberg limit tests, sieve analysis, hydrometer analysis, falling-head permeability test, and standard proctor test) conducted on disturbed samples collected from excavated sites and the relationship between mineralogical composition and soil hydraulic behavior was investigated. Natural soil samples of six different parts of the site indicated that, the soil class in four samples is silty sands, sand-silt mixtures, one is clayey sands, sand-clay mixtures and one is clayey silts with slight plasticity. The values obtained using permeability tests for subsoil samples vary from 10(-5) to 10(-8) cm/s. Low permeability (10(-7) and 10(-8) cm/s) at the south part of the site increases to 10(-5) cm/s at the natural soil of the North side. Extensively faulted and fissured volcanic sandstone levels at the site give potential to waste leachate to reach deep levels. The soil composition, hydraulic conductivity, topographic conditions, and other location criteria in the current solid waste disposal site showed that the current disposal site is not suitable for this purpose. (C) 2013 Elsevier B.V. All rights reserved.
dc.description.sponsorshipTubitak [CAYDAG-110Y019]
dc.description.sponsorshipTunceli University
dc.identifier.doi10.1016/j.enggeo.2013.03.014
dc.identifier.eissn1872-6917
dc.identifier.endpage82
dc.identifier.issn0013-7952
dc.identifier.startpage76
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/munzur/4808
dc.identifier.volume159
dc.identifier.wosWOS:000319852500008
dc.language.isoen
dc.publisherELSEVIER
dc.relation.ispartofENGINEERING GEOLOGY
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectSolid waste
dc.subjectSite investigation
dc.subjectUnsanitary storage
dc.subjectEnvironmental geotechnics
dc.subject.classificationEngineering, Geological
dc.subject.classificationGeosciences, Multidisciplinary
dc.subject.classificationEngineering
dc.subject.classificationGeology
dc.titleGeo-environmental site investigation for Tunceli, Turkey municipal solid waste disposal site
dc.typeArticle
rdl.citation.openalex6
rdl.citation.wos5
rdl.oa.statusclosed
rdl.scopus.quartileQ1
rdl.sdgSDG12
rdl.sdgSDG11
rdl.sdgSDG06
rdl.source.indexWOS
rdl.wos.indexScience Citation Index Expanded (SCI-EXPANDED)