An engineering geological appraisal of the chamshir dam foundation using dmr classification and kinematic analysis, southwest of iran

This paper describes the results of engineering geological  investigations and rock mechanics studies carried out at the proposed Chamshir dam site. It is proposed that a 155 m high solid concrete gravity-arc dam be built across the Zuhreh River to the southeast of the city of Gachsaran in south-wes...

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Autores:
Torabi Kaveh, Mehdi
Heidari, Mojtaba
Tipo de recurso:
Article of journal
Fecha de publicación:
2011
Institución:
Universidad Nacional de Colombia
Repositorio:
Universidad Nacional de Colombia
Idioma:
spa
OAI Identifier:
oai:repositorio.unal.edu.co:unal/39274
Acceso en línea:
https://repositorio.unal.edu.co/handle/unal/39274
http://bdigital.unal.edu.co/29371/
http://bdigital.unal.edu.co/29371/2/
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Atribución-NoComercial 4.0 Internacional
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spelling Atribución-NoComercial 4.0 InternacionalDerechos reservados - Universidad Nacional de Colombiahttp://creativecommons.org/licenses/by-nc/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Torabi Kaveh, Mehdi5e4422d6-0522-4a85-bf56-621bc334aa8f300Heidari, Mojtaba09bd48ee-7929-4210-8cec-3d5e1ba5db003002019-06-28T03:36:58Z2019-06-28T03:36:58Z2011https://repositorio.unal.edu.co/handle/unal/39274http://bdigital.unal.edu.co/29371/http://bdigital.unal.edu.co/29371/2/This paper describes the results of engineering geological  investigations and rock mechanics studies carried out at the proposed Chamshir dam site. It is proposed that a 155 m high solid concrete gravity-arc dam be built across the Zuhreh River to the southeast of the city of Gachsaran in south-western Iran. The dam and its associated structures are mainly located on the Mishan formation. Analysis consisted of rock mass classification and a kinematicanalysis of the dam foundation's rock masses. The studies were carried out in the field and the laboratory. The field studies included geological mapping, intensive discontinuity surveying, core drilling and sampling for laboratory testing. Rock mass classifications were made in line with RMR and DMR classification for the dam foundation. Dam foundation analysis regarding stability using DMR classification and kinematic analysis indicated that the left abutment's rock foundation (area 2) was unstable for planar, wedge and toppling failure modes.application/pdfspaUNIVERSIDAD NACIONAL DE COLOMBIAhttp://revistas.unal.edu.co/index.php/esrj/article/view/27718Universidad Nacional de Colombia Revistas electrónicas UN Earth Sciences Research JournalEarth Sciences Research JournalEarth Sciences Research Journal; Vol. 15, núm. 2 (2011); 129-136 Earth Sciences Research Journal; Vol. 15, núm. 2 (2011); 129-136 2339-3459 1794-6190Torabi Kaveh, Mehdi and Heidari, Mojtaba (2011) An engineering geological appraisal of the chamshir dam foundation using dmr classification and kinematic analysis, southwest of iran. Earth Sciences Research Journal; Vol. 15, núm. 2 (2011); 129-136 Earth Sciences Research Journal; Vol. 15, núm. 2 (2011); 129-136 2339-3459 1794-6190 .An engineering geological appraisal of the chamshir dam foundation using dmr classification and kinematic analysis, southwest of iranArtículo de revistainfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1http://purl.org/coar/version/c_970fb48d4fbd8a85Texthttp://purl.org/redcol/resource_type/ARTORIGINAL27718-97542-1-PB.pdfapplication/pdf3416580https://repositorio.unal.edu.co/bitstream/unal/39274/1/27718-97542-1-PB.pdf1cfb44e2b2b9d65f4f6b0f9caa8eee87MD51THUMBNAIL27718-97542-1-PB.pdf.jpg27718-97542-1-PB.pdf.jpgGenerated Thumbnailimage/jpeg7998https://repositorio.unal.edu.co/bitstream/unal/39274/2/27718-97542-1-PB.pdf.jpg1fdcd2dd916c76aa2aa0cc23051b5c4fMD52unal/39274oai:repositorio.unal.edu.co:unal/392742023-01-23 23:03:24.515Repositorio Institucional Universidad Nacional de Colombiarepositorio_nal@unal.edu.co
dc.title.spa.fl_str_mv An engineering geological appraisal of the chamshir dam foundation using dmr classification and kinematic analysis, southwest of iran
title An engineering geological appraisal of the chamshir dam foundation using dmr classification and kinematic analysis, southwest of iran
spellingShingle An engineering geological appraisal of the chamshir dam foundation using dmr classification and kinematic analysis, southwest of iran
title_short An engineering geological appraisal of the chamshir dam foundation using dmr classification and kinematic analysis, southwest of iran
title_full An engineering geological appraisal of the chamshir dam foundation using dmr classification and kinematic analysis, southwest of iran
title_fullStr An engineering geological appraisal of the chamshir dam foundation using dmr classification and kinematic analysis, southwest of iran
title_full_unstemmed An engineering geological appraisal of the chamshir dam foundation using dmr classification and kinematic analysis, southwest of iran
title_sort An engineering geological appraisal of the chamshir dam foundation using dmr classification and kinematic analysis, southwest of iran
dc.creator.fl_str_mv Torabi Kaveh, Mehdi
Heidari, Mojtaba
dc.contributor.author.spa.fl_str_mv Torabi Kaveh, Mehdi
Heidari, Mojtaba
description This paper describes the results of engineering geological  investigations and rock mechanics studies carried out at the proposed Chamshir dam site. It is proposed that a 155 m high solid concrete gravity-arc dam be built across the Zuhreh River to the southeast of the city of Gachsaran in south-western Iran. The dam and its associated structures are mainly located on the Mishan formation. Analysis consisted of rock mass classification and a kinematicanalysis of the dam foundation's rock masses. The studies were carried out in the field and the laboratory. The field studies included geological mapping, intensive discontinuity surveying, core drilling and sampling for laboratory testing. Rock mass classifications were made in line with RMR and DMR classification for the dam foundation. Dam foundation analysis regarding stability using DMR classification and kinematic analysis indicated that the left abutment's rock foundation (area 2) was unstable for planar, wedge and toppling failure modes.
publishDate 2011
dc.date.issued.spa.fl_str_mv 2011
dc.date.accessioned.spa.fl_str_mv 2019-06-28T03:36:58Z
dc.date.available.spa.fl_str_mv 2019-06-28T03:36:58Z
dc.type.spa.fl_str_mv Artículo de revista
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http://bdigital.unal.edu.co/29371/2/
url https://repositorio.unal.edu.co/handle/unal/39274
http://bdigital.unal.edu.co/29371/
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dc.relation.spa.fl_str_mv http://revistas.unal.edu.co/index.php/esrj/article/view/27718
dc.relation.ispartof.spa.fl_str_mv Universidad Nacional de Colombia Revistas electrónicas UN Earth Sciences Research Journal
Earth Sciences Research Journal
dc.relation.ispartofseries.none.fl_str_mv Earth Sciences Research Journal; Vol. 15, núm. 2 (2011); 129-136 Earth Sciences Research Journal; Vol. 15, núm. 2 (2011); 129-136 2339-3459 1794-6190
dc.relation.references.spa.fl_str_mv Torabi Kaveh, Mehdi and Heidari, Mojtaba (2011) An engineering geological appraisal of the chamshir dam foundation using dmr classification and kinematic analysis, southwest of iran. Earth Sciences Research Journal; Vol. 15, núm. 2 (2011); 129-136 Earth Sciences Research Journal; Vol. 15, núm. 2 (2011); 129-136 2339-3459 1794-6190 .
dc.rights.spa.fl_str_mv Derechos reservados - Universidad Nacional de Colombia
dc.rights.coar.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.rights.license.spa.fl_str_mv Atribución-NoComercial 4.0 Internacional
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dc.rights.accessrights.spa.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv Atribución-NoComercial 4.0 Internacional
Derechos reservados - Universidad Nacional de Colombia
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dc.publisher.spa.fl_str_mv UNIVERSIDAD NACIONAL DE COLOMBIA
institution Universidad Nacional de Colombia
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