Zobrazeno 1 - 10
of 21
pro vyhledávání: '"Murat Örnek"'
Autor:
Yakup Türedi, Murat Örnek
Publikováno v:
Građevinar, Vol 72, Iss 09., Pp 759-769 (2020)
An investigation into axial compression capacity of single helical piles placed in dry sand through laboratory model tests and numerical analyses is presented. The compressive bearing capacities were compared with existing theoretical results given i
Externí odkaz:
https://doaj.org/article/00a2f0f3fed14d5c88158a363e7d1c28
Publikováno v:
Afyon Kocatepe University Journal of Sciences and Engineering. 22:850-857
Zayıf zeminlerde inşa edilen yapıların temel tasarımı oldukça önemlidir. Bu tür zeminlerde yüzeysel temeller yetersiz kalıyorsa ya bir zemin iyileştirme yöntemi uygulanmalı ya da uygun görülen bir derin temel sistemi tercih edilmelidi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::541a97c19cdf3fa12bfd3248a2f786d5
https://doi.org/10.35414/akufemubid.1108530
https://doi.org/10.35414/akufemubid.1108530
Publikováno v:
Volume: 25, Issue: 4 516-527
Kahramanmaraş Sütçü İmam Üniversitesi Mühendislik Bilimleri Dergisi
Kahramanmaras Sutcu Imam University Journal of Engineering Sciences
Kahramanmaraş Sütçü İmam Üniversitesi Mühendislik Bilimleri Dergisi
Kahramanmaras Sutcu Imam University Journal of Engineering Sciences
Gevşek zemin koşullarında inşa edilecek yapılarda temellerin tasarımı inşaat mühendisleri için önemli bir problem oluşturmaktadır. Bu problemi çözmek için ya derin temel uygulaması tercih edilmeli ya da zeminde iyileştirme yöntemle
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1e4cdc7bac63169218c1232255da2c64
https://dergipark.org.tr/tr/pub/ksujes/issue/73671/1105191
https://dergipark.org.tr/tr/pub/ksujes/issue/73671/1105191
Publikováno v:
Geosynthetics International. 26:297-308
WOS: 000473346800007
This study presents settlement predictions for footings with geogrid reinforcement and biaxial eccentricity using multi-linear regression (MLR) and artificial neural network (ANN) methods. The effects of central, uniaxial an
This study presents settlement predictions for footings with geogrid reinforcement and biaxial eccentricity using multi-linear regression (MLR) and artificial neural network (ANN) methods. The effects of central, uniaxial an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a0c2d38bcd62583880f2bdfbc2299f2e
https://doi.org/10.1680/jgein.19.00008
https://doi.org/10.1680/jgein.19.00008
Publikováno v:
Volume: 11, Issue: 3 1431-1442
Dicle Üniversitesi Mühendislik Fakültesi Mühendislik Dergisi
Dicle Üniversitesi Mühendislik Fakültesi Mühendislik Dergisi
In geotechnical engineering, the software is widely used in the analysis of in-situ and laboratory experiments used within the scope of research topics. The diversity of the in-situ and laboratory experiments, the availability of a large number of ex
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f5dcf455f1f6113e9586505b62ef271a
https://dergipark.org.tr/tr/pub/dumf/issue/56929/754582
https://dergipark.org.tr/tr/pub/dumf/issue/56929/754582
Publikováno v:
Engineering Failure Analysis. 92:553-565
WOS: 000438680000042
In most decades, the height of structures and the number of basement floors have been increased especially in the valuable sites. By constructing the piles around the construction for safety purposes, a pool environment is o
In most decades, the height of structures and the number of basement floors have been increased especially in the valuable sites. By constructing the piles around the construction for safety purposes, a pool environment is o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8a9f5084a4a4f92a4027d96b5a2f4cde
https://doi.org/10.1016/j.engfailanal.2018.06.014
https://doi.org/10.1016/j.engfailanal.2018.06.014
Autor:
Yakup Türedi, Murat Örnek
Publikováno v:
Natural and Engineering Sciences, Vol 2, Iss 3, Pp 93-112 (2017)
Volume: 2, Issue: 3 93-112
Natural and Engineering Sciences
Volume: 2, Issue: 3 93-112
Natural and Engineering Sciences
In this study, the stress, the bearing capacity and the settlement behavior in the loose sandy soils were investigated experimentally and theoretically. The study was performed in central loading conditions using strip and rectangular footings. The v
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::35e478be21ebf361d33bb10f662a56d3
http://www.nesciences.com/download.php?id=155
http://www.nesciences.com/download.php?id=155
Autor:
Yakup Türedi, Murat Örnek
Publikováno v:
Çukurova Üniversitesi Mühendislik-Mimarlık Fakültesi Dergisi. 31:59-66
Bu çalışmada, gevşek kum zemine oturan 4 farklı model kare temel altında meydana gelen düşey gerilme artışları ve taşıma gücü değişimleri deneysel ve teorik olarak araştırılmıştır. İlave düşey gerilme artışları 4 farklı
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5d10f10b5afd749044b1a5b663bed884
https://doi.org/10.21605/cukurovaummfd.310123
https://doi.org/10.21605/cukurovaummfd.310123
0000-0001-5333-5750
WOS: 000477771800005
C120 steel sections are the most widely used post shapes in European guardrail designs. The design length of these posts is determined based on guardrail containment level and engineering judgment. T
WOS: 000477771800005
C120 steel sections are the most widely used post shapes in European guardrail designs. The design length of these posts is determined based on guardrail containment level and engineering judgment. T
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::28a582cda8bc91a93fd3cf937e863031
https://hdl.handle.net/20.500.12508/1185
https://hdl.handle.net/20.500.12508/1185
WOS: 000508489300007
Guardrails are passive road restraint systems (RRS) used at roadsides and medians to improve road safety. In the case of inadequate post embedment depth of soil driven posts may not function as intended and design cannot pro
Guardrails are passive road restraint systems (RRS) used at roadsides and medians to improve road safety. In the case of inadequate post embedment depth of soil driven posts may not function as intended and design cannot pro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::21523105ff4c903001a767034086c403
https://hdl.handle.net/20.500.12508/1228
https://hdl.handle.net/20.500.12508/1228