Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Evren Seyrek"'
Autor:
Evren Seyrek, Sadettin Topçu
Publikováno v:
Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi, Vol 32, Iss 1, Pp 1169-1176 (2024)
Dolgu barajların uzun dönemli güvenliği, sızma akımının gerçekleştiği zeminlerin içsel stabilitesine bağlıdır. Sufüzyon/sufozyon, kohezyonsuz zeminlerde görece ince malzemelerin, iri malzemelerin arasındaki boşluklardan sızma akı
Externí odkaz:
https://doaj.org/article/f8dfc9b8005f4977be0aa2f619c66fa9
Autor:
Sadettin TOPÇU, Evren SEYREK
Publikováno v:
Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi.
Dispersif zeminler, dolgu barajların çekirdek yapısında kullanıldığında erozyon hassasiyetlerinin çok yüksek olması nedeniyle içsel erozyona neden olarak bu tür barajların göçmesine neden olmaktadırlar. Bu tür zeminlerin tasarım a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8a650f42cef0a0a42e12188da22853a1
https://doi.org/10.28948/ngumuh.1178313
https://doi.org/10.28948/ngumuh.1178313
Autor:
Evren Seyrek
Publikováno v:
Volume: 9, Issue: 1 414-423
Niğde Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi
Niğde Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi
Ulkemizde ozellikle 1999 Adapazari ve Duzce depremlerinden sonra yerel zemin kosullarinin yapi davranisi uzerinde onemli etkisi oldugunu gosteren cok sayida tecrube yasanmistir. Geoteknik muhendisligindeki onemli gelismeleri de dikkate alacak sekilde
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::639e5d9e6a034979ef08ad4a853ff4c3
https://doi.org/10.28948/ngumuh.617268
https://doi.org/10.28948/ngumuh.617268
Autor:
Evren Seyrek
Publikováno v:
Science and Engineering of Composite Materials, Vol 25, Iss 2, Pp 273-287 (2018)
Damages and economical losses due to problematic soils have caused researchers to conduct many studies for the stabilization of these soils within years. Especially, the use of fly ashes in soil stabilization provides great benefits in contributing t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fd711f33fdad4a9b723fa90ff51e9b4f
https://doi.org/10.1515/secm-2016-0084
https://doi.org/10.1515/secm-2016-0084
WOS: 000447713300013
Dispersive soils were not always recognized as erosive or problem soils until recent years although quite common in nature. Many problems have been experienced with dispersive soils in different projects such as dam embankme
Dispersive soils were not always recognized as erosive or problem soils until recent years although quite common in nature. Many problems have been experienced with dispersive soils in different projects such as dam embankme
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::aa392166fcd2e406c5c4bc796de8fc6d
https://hdl.handle.net/11421/10417
https://hdl.handle.net/11421/10417
Autor:
Hasan Tosun, Evren Seyrek
Publikováno v:
Natural Hazards and Earth System Sciences, Vol 10, Iss 5, Pp 979-987 (2010)
Dams located near urban areas have a high risk potential for life and property in downstream. Turkey is one of the most seismically active regions in the world and has at least 1200 large dams with different type. Major earthquakes with the potential
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f70ae9fe32d448695fc52c4ddbea2ddd
https://doi.org/10.5194/nhess-10-979-2010
https://doi.org/10.5194/nhess-10-979-2010
Publikováno v:
Engineering Geology. 89:155-170
Reservoirs constructed near urban areas pose a high-risk potential for downstream life and property. Turkey is one of the most seismically active regions in the world and has at least 1200 large dams with different types. Major earthquakes with the p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6a21d9f896d3a70e41e671eaadee7bfc
https://doi.org/10.1016/j.enggeo.2006.10.003
https://doi.org/10.1016/j.enggeo.2006.10.003
Autor:
Evren Seyrek, Hasan Tosun
Publikováno v:
Volume: 28, Issue: 1
Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi
Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi
Risk sınıflama sistemi, uygun sismik parametrelerinin seçiminde baraj güvenliği çalışanları için önemli bir rehber olarak değerlendirilmekte kritik baraj projelerinin güvenlik değerlendirmelerinde öncelik sağlamaktadır. Bu çalışma
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::d0bca631508819ff4b13e88479c769d9
https://dergipark.org.tr/tr/pub/gazimmfd/issue/6702/89060
https://dergipark.org.tr/tr/pub/gazimmfd/issue/6702/89060
Autor:
Hasan Tosun, Evren Seyrek
Publikováno v:
Advances in Geotechnical Earthquake Engineering-Soil Liquefaction and Seismic Safety of Dams and Monuments
Important lessons which reflect the seismic performance of dams under large earthquakes are available in the literature, (1971, San Fernando earthquake; 1985, Mexico earthquake; 1999, Kocaeli earthquake; 2001, Bhuj earthquake; 2008, Wenchuan earthqua
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f4cf2390b5a8687803b03c53ca8fe9c8
https://doi.org/10.5772/29721
https://doi.org/10.5772/29721
Publikováno v:
Natural Hazards and Earth System Sciences, Vol 11, Iss 4, Pp 1071-1082 (2011)
WOS: 000290015200007
Liquefaction is one of the critical problems in geotechnical engineering. High ground water levels and alluvial soils have a high potential risk for damage due to liquefaction, especially in seismically active regions. Eskis
Liquefaction is one of the critical problems in geotechnical engineering. High ground water levels and alluvial soils have a high potential risk for damage due to liquefaction, especially in seismically active regions. Eskis
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b136533a260f4430376badf22ac9f83a
https://hdl.handle.net/20.500.12438/5392
https://hdl.handle.net/20.500.12438/5392