Zobrazeno 1 - 10
of 19
pro vyhledávání: '"Tekil kazık"'
Autor:
Yeşim S. Ünsever, Sameh Ashour
Publikováno v:
Uludağ University Journal of The Faculty of Engineering, Vol 27, Iss 2, Pp 627-646 (2022)
The influence of deep excavation on adjacent pile behaviour is an important issue to ensure its serviceability and stability. In this paper, the effect of deep excavation on an adjacent loaded single pile in saturated cohesionless soil was investigat
Externí odkaz:
https://doaj.org/article/d7b9ae3d82214f40aeca0bd09bf50bcb
Autor:
H. Ercan Taşan
Publikováno v:
Uludağ University Journal of The Faculty of Engineering, Vol 22, Iss 1, Pp 219-234 (2017)
Açık deniz tekil kazık temelleri rüzgar ve dalga kaynaklı ağır tekrarlı yatay yüklere maruz kalmaktadır. Bu yükler nedeniyle kalıcı zemin deplasmanları ve suya doygun zeminde aşırı boşluk suyu basıncı birikimi gerçekleşebilmekte
Externí odkaz:
https://doaj.org/article/44e6dfbb11a44c39a23fec0e97c2757f
Autor:
Bursa Uludağ Üniversitesi/Mühendislik Fakültesi/İnşaat Mühendisliği Bölümü., Ashour, Sameh, Ünsever, Yeşim S.
The influence of deep excavation on adjacent pile behaviour is an important issue to ensure its serviceability and stability. In this paper, the effect of deep excavation on an adjacent loaded single pile in saturated cohesionless soil was investigat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______9458::efe03f213498437269e80fbfc0c3a1e2
http://hdl.handle.net/11452/31619
http://hdl.handle.net/11452/31619
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 15, Iss 1, Pp 119-127 (2009)
Bu çalışmada, farklı kum ortamlarında yerleştirilmiş olan bir kazık modelinin yanal yüklemeler altındaki gerilme-şekil değiştime ve yerdeğiştirme davranışı incelenmiştir. Labaratuvar ortamında yürütülen çalışmada, dairesel b
Externí odkaz:
https://doaj.org/article/25044443e3c246c490c031c5427ea1d0
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 15, Iss 1, Pp 119-127 (2009)
Bu çalışmada, farklı kum ortamlarında yerleştirilmiş olan bir kazık modelinin yanal yüklemeler altındaki gerilme-şekil değiştime ve yerdeğiştirme davranışı incelenmiştir. Labaratuvar ortamında yürütülen çalışmada, dairesel b
Externí odkaz:
https://doaj.org/article/2ded9e87ee784d8288fc54f21a04e117
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 15, Iss 1, Pp 119-127 (2009)
In this study, stress-strain relation and deformation behavior of laterally loaded pile which is located in different sand embedment is investigated. A circular aluminum pile, test box, loading system, strain gauge rosettes and linear position transd
Externí odkaz:
https://doaj.org/article/ff3a7d317d184e1cbe2d70cc2afc85a4
Autor:
Ashour, Sameh
Bitişik kazık davranışı üzerindeki derin kazı etkisinin incelenmesi, kazığın hizmet verebilirliğini ve stabilitesini değerlendirmek için önemli bir konudur. Bu çalışmada, bitişik yüklü tekil kazık üzerindeki derin kazının etki
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______9458::b33cd3e94667b8f0ad4c13c600630b48
http://hdl.handle.net/11452/22363
http://hdl.handle.net/11452/22363
Autor:
ASHOUR, Sameh, ÜNSEVER, Yeşim S.
Publikováno v:
Volume: 27, Issue: 2 627-646
Uludağ University Journal of The Faculty of Engineering
Uludağ Üniversitesi Mühendislik Fakültesi Dergisi
Uludağ University Journal of The Faculty of Engineering
Uludağ Üniversitesi Mühendislik Fakültesi Dergisi
The influence of deep excavation on adjacent pile behaviour is an important issue to ensure its serviceability and stability. In this paper, the effect of deep excavation on an adjacent loaded single pile in saturated cohesionless soil was investigat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=tubitakulakb::de78d7c2d826bdbf0bdb1415a257e94e
https://dergipark.org.tr/tr/pub/uumfd/issue/71647/971609
https://dergipark.org.tr/tr/pub/uumfd/issue/71647/971609
Autor:
Taşan, H. Ercan
Offshore piles are subjected to cyclic lateral loads due to environmental loads, such as wind and waves. These loads can lead to an accumulation of permanent soil deformations and excess pore water pressures in saturated soils. Finite element analyse
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______9458::491b688a992d2e8f60d655b45d4c606d
http://hdl.handle.net/11452/12218
http://hdl.handle.net/11452/12218
Autor:
Emirler, Buse
TEZ12284 Tez (Doktora) -- Çukurova Üniversitesi, Adana, 2019. Kaynakça (s. 203-209) var. XXV, 211 s. :_res. (bzs. rnk.), tablo ;_29 cm. Bu çalışmada, kum zemine gömülü tekil kazık ve kazık gruplarının çekme yükü etkisindeki davranış
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______9491::1a03f9de730359bc4858a75fafaf3f04
https://hdl.handle.net/20.500.12605/37642
https://hdl.handle.net/20.500.12605/37642