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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:
ŞAHBAZ, İlham, ÜNSEVER, Yeşim S.
Publikováno v:
Volume: 25, Issue: 3 1409-1420
Uludağ Üniversitesi Mühendislik Fakültesi Dergisi
Uludağ Üniversitesi Mühendislik Fakültesi Dergisi
Soil stabilization is the improvement of the soil’s week engineering properties by different methods. In this study, surface soil stabilization with cement and polypropylene fiber is discussed. First of all, sieve analysis test, hydrometer test, sp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=tubitakulakb::0d52ffbf6490cbc77dfe426e4f65bc53
https://dergipark.org.tr/tr/pub/uumfd/issue/57911/803361
https://dergipark.org.tr/tr/pub/uumfd/issue/57911/803361
Autor:
Taleb, Talal
Clayey soils are found all over the world. Because of its poor strength, high compressibility, and high amount of volumetric variations, this soil type presents various issues. To tackle these challenges, several researchers have focused their effort
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______9458::9ca447168a4616784d467c1d6181af3a
http://hdl.handle.net/11452/31244
http://hdl.handle.net/11452/31244
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
Autor:
Bursa Uludağ Üniversitesi/Mühendislik Fakültesi/İnşaat Mühendisliği Bölümü., Şahbaz, İlham, Ünsever, Yeşim S.
Zemin iyileştirmesi, zeminin zayıf mühendislik özelliklerinin çeşitli yöntemler kullanılarak iyileştirilmesidir. Bu çalışmada, yüzeysel zemin stabilizasyonu kapsamında çimento ve polipropilen lif ile stabilizasyon ele alınmıştır. B
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______9458::6410bd16d146f86fdb9184e05098848b
http://hdl.handle.net/11452/20210
http://hdl.handle.net/11452/20210
Publikováno v:
Bulletin of Earthquake Engineering. 15:1355-1373
In Japan and Turkey, predominantly traditional design concept of pile group is still adopted even though most pile foundations are piled raft foundations in reality. This situation may be attributed to the still limited knowledge about behaviour of p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::15759ff87f2e85641e98362559e137f9
https://doi.org/10.1007/s10518-016-0029-y
https://doi.org/10.1007/s10518-016-0029-y
