Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Eyyub Karakan"'
Publikováno v:
Düzce Üniversitesi Bilim ve Teknoloji Dergisi, Vol 6, Iss 2, Pp 513-524 (2018)
Çevrimsel yükleme, boşluk suyu basınçlarında artışlar meydana getirerek, daha sonra sıvılaşma ve oturmalara yol açabilmektedir. Yakın zamanda yapılan çalışmalarda, boşluk suyu basıncının ilksel çevre basıncına eşit olması du
Externí odkaz:
https://doaj.org/article/96cb24a6f2654c979fa980a0ce0d7ae2
Publikováno v:
Advances in Civil Engineering, Vol 2018 (2018)
This study focuses on the performance of fibers, improving the resistance to liquefaction in loose sands, medium sands, and dense sands in Izmir, Turkey. A systematic testing schedule consisting of cyclic triaxial tests was held under stress-controll
Externí odkaz:
https://doaj.org/article/e9bd8fc72266475b8ed662fe08353624
Autor:
Anna Chiaradonna, Eyyub Karakan, Cem Kincal, Giuseppe Lanzo, Paola Monaco, Alper Sezer, Mourad Karray
Publikováno v:
Soils and Foundations, Vol 63, Iss 4, Pp 101330- (2023)
On the 30th of October 2020, a 6.6 magnitude earthquake occurred 14 km north of Samos Island, causing 119 casualties (117 in Izmir, Türkiye, and 2 in Samos, Greece) and significant damage in the 3rd biggest city of Türkiye, Izmir. Although the city
Externí odkaz:
https://doaj.org/article/d56fee22334c4cdbad376747d9219790
Publikováno v:
Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022) ISBN: 9783031118975
On October 30, 2020, a damaging earthquake of moment magnitude 6.6 struck about 14 km northeast of the island of Samos, Greece, and about 70 km from the center of the city of Izmir in Turkey. Even though the epicenter was relatively far away, the eff
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d1011b38c1913172db70feadf711b79f
https://hdl.handle.net/11573/1657287
https://hdl.handle.net/11573/1657287
Autor:
Eyyüb Karakan
Publikováno v:
Engineering Science and Technology, an International Journal, Vol 41, Iss , Pp 101405- (2023)
The Fall-cone test is a useful method which can be used in evaluation of many soil index and strength identifiers. In this regard, the flow index is calculated as the slope of the plot of water content against natural logarithm of the penetration dep
Externí odkaz:
https://doaj.org/article/605fe67a53054c56821287b78e1ec021
Autor:
Kübra Ceren, Eyyüb Karakan
Publikováno v:
Doğal Afetler ve Çevre Dergisi, Vol 6, Iss 1, Pp 146-156 (2020)
It is not possible to prevent the earthquakes and other natural disasters which cause loss of lives and property, but it is possible to minimize the damages that they cause. The majority of the surface area of Kahramanmaraş province, which can be co
Externí odkaz:
https://doaj.org/article/bcf31657e74b4b8ea1d90f27b1f6c9ce
Autor:
Eyyüb Karakan
Publikováno v:
Applied Sciences, Vol 12, Iss 17, p 8616 (2022)
In geotechnical engineering applications, it is very important to obtain the undrained shear strength of remolded soils accurately and reliably. This study aims to obtain a trustworthy solution to determine the undrained shear strength of remolded cl
Externí odkaz:
https://doaj.org/article/0fd71d323bce4f7589df93a882e63b48
Evaluation of Excess Pore Water Pressure Build-up During Cyclic Triaxial Tests on a Non-plastic Silt
Publikováno v:
Düzce Üniversitesi Bilim ve Teknoloji Dergisi, Vol 6, Iss 2, Pp 513-524 (2018)
Cyclic loading is responsible for pore water pressure buildup, which may later cause liquefaction and surface settlements. Recent studies emphasize that as the pore water pressure equalizes to initial confining stress, cyclic stress ratio and relativ
Externí odkaz:
https://doaj.org/article/71c2fbe79a8145179f2a61af3a361041