Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Gurkan Ozden"'
Autor:
Yasar Taner, Gurkan Ozden
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783031201714
Barrette piles are usually preferred over circular piles where larger bearing capacity, stiffness, and structural capacity are needed. Currently, design work with such piles is usually made assuming an equivalent circular pile diameter. Previous rese
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c84887860ccdff148c03862c42aeddf9
https://avesis.deu.edu.tr/publication/details/9a4ea254-1289-4426-ac43-9eebea865ef4/oai
https://avesis.deu.edu.tr/publication/details/9a4ea254-1289-4426-ac43-9eebea865ef4/oai
Autor:
Sozbilir, Hasan, Utku, Mehmet, Pamukçu, Oya Ankaya, Çırmık, Ayça Yurdakul, Özdağ, Özkan Cevdet, Softa, Mustafa, Eski, Semih, Eronat, Hüsnü, Huseyin Yasar, Gurkan Ozden, Tatar, Okan, çakır, Recep, Demir, Ahmet, Arslan, Gökhan, Aksoy, Özkan
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c69af4e2b685e29f63b1bccd6baa7bea
Publikováno v:
International Journal of Caring Sciences, Vol 13, Iss 2, Pp 1280-1286 (2020)
Publikováno v:
Annals of Medical Research. 27:527
Aim: In this study, we aimed to investigate the effects of sun dried organic apricot (SDOA) consumption on serum Total Cholesterol (TC), High-Density Lipoprotein-Cholesterol (HDL-C), Triglyceride (TG) and Total Antioxidant Capacity (TAC) levels in ra
Autor:
Teoman Dikerler, Cem Senduran, Selma Ayaz, Fabio Masi, Bilal Tuncsiper, Gurkan Ozden, Birol Kaya, Emine Metin, Levent Turkben, Beyhan Oktar, Kutay Disbudak, Asli Suha Gunay, Kemal Gunes
WOS: 000320503800055
Salt Lake, in ecological and economical terms, is one of the most important lakes in Turkey. The lake exhibits great biodiversity of plants because the lake and its basin are a natural habitat to various types of endemic pla
Salt Lake, in ecological and economical terms, is one of the most important lakes in Turkey. The lake exhibits great biodiversity of plants because the lake and its basin are a natural habitat to various types of endemic pla
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5cd411c253b39c6e76941a4aa0d43781
https://hdl.handle.net/11480/4395
https://hdl.handle.net/11480/4395
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 15, Iss 3, Pp 405-416 (2009)
Kazıkların performans düzeyleri genellikle maksimum kazık başı deplasmanı ve maksimum eğilme momenti ile ifade edilir. Kazık performansındaki belirsizlikler; zemin özelliklerindeki bölgesel değişiklikler, yetersiz zemin etüd çalışma
Externí odkaz:
https://doaj.org/article/6acf00480bcd43baaec5123c47838803
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 15, Iss 3, Pp 405-416 (2009)
Performance level of piles is usually expressed with the maximum head deflection and bending moment. Uncertainties in the performance of a pile originates from many factors such as spatial variation of soil properties, inadequate soil investigations,
Externí odkaz:
https://doaj.org/article/d3ff19e677b342029372f7a9649fa3f6
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 15, Iss 2, Pp 194-202 (2009)
Şevlerin kazıklı sistemler kullanılarak güçlendirilmesi, şevlerde oluşabilecek hareketleri önlemek için kullanılan en uygun yöntemlerden birisidir.Kazıklara etki eden yüklerin tahmini,şev stabilitesi kazıklarının doğru dizaynı iç
Externí odkaz:
https://doaj.org/article/9f12931f9adc4b3ba18258e7f1f3d147
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 15, Iss 2, Pp 194-202 (2009)
Şevlerin kazıklı sistemler kullanılarak güçlendirilmesi, şevlerde oluşabilecek hareketleri önlemek için kullanılan en uygun yöntemlerden birisidir.Kazıklara etki eden yüklerin tahmini,şev stabilitesi kazıklarının doğru dizaynı iç
Externí odkaz:
https://doaj.org/article/77f78fd0152a46a6952260032e8b5340
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 15, Iss 2, Pp 194-202 (2009)
Slope reinforcement using piled structures is one of the most appropriate methods for preventing slope movements. The prediction of loads acting on piles is important in order to properly design of slope stabilizing piles. Despite, different uncouple
Externí odkaz:
https://doaj.org/article/b8c4cc509d41427ba4899920e3b977ed