Zobrazeno 1 - 10
of 33
pro vyhledávání: '"Abdulazim Yildiz"'
Publikováno v:
Applied Sciences, Vol 14, Iss 12, p 4970 (2024)
A full-scale embankment on soft clays improved with prefabricated vertical drains (PVDs) have to be analyzed in 3D conditions due to a great number of vertical drains under an embankment. However, 3D analysis is very complex, time-consuming, and need
Externí odkaz:
https://doaj.org/article/c113c09991674895b59803f0f2de3642
Publikováno v:
Proceedings of the Institution of Civil Engineers - Engineering Sustainability. :1-14
Many researchers suggest using construction and demolition materials (C&D) in engineering applications rather than virgin aggregates (VA). However, the engineering properties of C&D tend to be poorer than those of VA. This study presents the results
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::314e11840179a6ad7a4fa481834e87aa
https://doi.org/10.1680/jensu.22.00077
https://doi.org/10.1680/jensu.22.00077
Publikováno v:
Marine Georesources & Geotechnology. :1-13
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bd25115d290947b4a67c4a33c915ce47
https://doi.org/10.1080/1064119x.2022.2110025
https://doi.org/10.1080/1064119x.2022.2110025
Publikováno v:
Arabian Journal of Geosciences. 15
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6d7938132dfdf48201875aa810d0c9ce
https://doi.org/10.1007/s12517-022-09875-w
https://doi.org/10.1007/s12517-022-09875-w
Publikováno v:
Volume: 8, Issue: 3 1360-1371
El-Cezeri
El-Cezeri
This paper focuses on a stability analysis related to a highway constructed on a slope with high shear potential supported by the piles. For this purpose, a series of two-dimensional simulations were carried out by employing the finite element method
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::16fd23022100ad38848f9a8738dc0c8a
https://doi.org/10.31202/ecjse.929429
https://doi.org/10.31202/ecjse.929429
Publikováno v:
Volume: 36, Issue: 4 955-964
Çukurova Üniversitesi Mühendislik Fakültesi Dergisi
Çukurova Üniversitesi Mühendislik Fakültesi Dergisi
Settlement problems arising from civil engineering structures built on soft soils should be carefully examined. There are some soil improvement methods to solve settlement problems on such soils. One of these methods is prefabricated vertical drains
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::79fd5f60b2e0154d906f808e799598ae
https://dergipark.org.tr/tr/pub/cukurovaumfd/issue/67373/1040611
https://dergipark.org.tr/tr/pub/cukurovaumfd/issue/67373/1040611
Publikováno v:
Çukurova Üniversitesi Mühendislik-Mimarlık Fakültesi Dergisi. 34:219-230
Bu çalışmada, eğik çekme yükü etkisindeki tekil kazık davranışı sayısal olarak analiz edilmiştir. Kum zemine gömülü, L/D=8 gömülme oranındaki tekil bir kazık farklı yük açılarında (α=0°, 15°, 30°, 45°, 60° ve 90°) çek
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::daefe81d17d675da0d8d0eb15c93fb51
https://doi.org/10.21605/cukurovaummfd.609235
https://doi.org/10.21605/cukurovaummfd.609235
Autor:
Abdulazim Yildiz, Buse Ün
Publikováno v:
Volume: 9, Issue: 1 174-181
Academic Platform-Journal of Engineering and Science
Academic Platform-Journal of Engineering and Science
In this study, a slope stability problem is investigated. There is a road route located on the slope and the slope has a high potential to failure. The purpose of this study is to examine the consistency of programs used in slope safety analysis and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d7bbbc6b76fdfb559a5f3a359667f900
https://hdl.handle.net/20.500.12508/2090
https://hdl.handle.net/20.500.12508/2090
The objective of this paper is to numerically study the behavior pipe pile under axial compression embedded in organic soil has been numerically predicted. The pipe pile used in the study has been produced by steel and it has outer and inner diameter
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::06c3961aac4b7e10445d7786ed3258d3
https://hdl.handle.net/20.500.11782/2147
https://hdl.handle.net/20.500.11782/2147
Publikováno v:
Periodica Polytechnica Civil Engineering.
In this paper, responses of a single pile embedded in sand soil (loose and dense) under dynamic loading (sinusoidal dynamic vibrations of 0.1 g to 0.5 g) have been investigated by two-dimensional analysis using the finite element method (FEM). Viscou
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8ac1d9bb6affa903ff0b5287912d8be2
https://doi.org/10.3311/ppci.15027
https://doi.org/10.3311/ppci.15027