Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Mustafa Tolun"'
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:
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:
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
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
Foundation systems of specific structures such as high-voltage power lines, communication towers, long factory chimneys, sea platforms, columns carrying the advertising boards and signs in freeways and railways are subjected to different loads. These
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e47270abe84e0b23c5c20cfc60fb6df1
https://aperta.ulakbim.gov.tr/record/67553
https://aperta.ulakbim.gov.tr/record/67553
In this study, the uplift behavior of a single pile has been investigated in sand, numerically. The pile used in the analyses is in circular shape in 25 mm diameter. The investigated parameters are embedment ratio of pile (L/D = 8, 12, and 16), mater
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c28923ca4462025d1244efb16024767c
https://hdl.handle.net/20.500.12605/9888
https://hdl.handle.net/20.500.12605/9888
Publikováno v:
Çukurova Üniversitesi Mühendislik-Mimarlık Fakültesi Dergisi. 31:257-268
Bu calismada, geogridle guclendirilmis ve guclendirilmemis kum zemindeki grup ankrajlarin cekme kapasitesi deneysel ve sayisal olarak incelenmistir. Tek ve 2x2 yerlesim duzenindeki ankraj plakalarinda gomulme orani ve geogrid tabakasi sayisinin cekme
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7cca6453fe120c8706398ecb5c1e8952
https://doi.org/10.21605/cukurovaummfd.310294
https://doi.org/10.21605/cukurovaummfd.310294
Publikováno v:
Ocean Engineering. 218:108145
Foundations of some structures such as transmission towers, mooring systems for ocean surface or submerged platforms, tall chimneys, jetty structures are subjected to uplift loading. In such cases, to increase the uplift resistance of piles, pile fou
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ab17d9ed9ec81a8cca250593d4e1b0bc
https://doi.org/10.1016/j.oceaneng.2020.108145
https://doi.org/10.1016/j.oceaneng.2020.108145
Autor:
Mustafa Tolun
Publikováno v:
Proceedings of the 6. Geotechnical Symposium.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::19a34179915de9c5eec7efb911f8afcc
https://doi.org/10.5505/2015geoteknik.s023
https://doi.org/10.5505/2015geoteknik.s023
In this study, the uplift capacity of anchor plates embedded in sand was investigated by conducting model tests. Square shaped anchors were used in the tests and parameters such as relative density of sand, embedment ratio (H/B), spacing ratio betwee
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b6d4dfc794edb66789f3a90bd079a502
https://aperta.ulakbim.gov.tr/record/61123
https://aperta.ulakbim.gov.tr/record/61123