Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Sıddıka Nilay Keskin"'
Publikováno v:
Mehmet Akif Ersoy Üniversitesi Fen Bilimleri Enstitüsü, Vol 10, Iss 1, Pp 34-50 (2019)
Deep excavation problems are frequently encountered today. In case of construction works requiring deep excavation, a retaining system should be used to prevent damage to existing buildings around the excavation area. Steel sheet pile walls which are
Externí odkaz:
https://doaj.org/article/9416cd6fba6849bb84bffc81986147bf
Publikováno v:
4th International Conference on Artificial Intelligence and Applied Mathematics in Engineering ISBN: 9783031319556
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ddf65d504ca075543a734ae6e6eef6f5
https://doi.org/10.1007/978-3-031-31956-3_6
https://doi.org/10.1007/978-3-031-31956-3_6
Publikováno v:
Volume: 10, Issue: 1 34-50
Mehmet Akif Ersoy Üniversitesi Fen Bilimleri Enstitüsü Dergisi
Mehmet Akif Ersoy Üniversitesi Fen Bilimleri Enstitüsü Dergisi
Günümüzde derin kazıproblemleriyle sıkça karşılaşılmaktadır. Derin kazı gerektiren inşaat işlerindekazı alanı civarındaki mevcut yapıların zarar görmesini engellemek amacıyla biriksa sisteminin kullanılması gerekmektedir. Bu am
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::baf395bcdf2b65894949e3fe56318797
https://doi.org/10.29048/makufebed.536561
https://doi.org/10.29048/makufebed.536561
Publikováno v:
Mühendislik Bilimleri ve Tasarım Dergisi. :473-478
Bu calismada, hem katkisiz hem de katki malzemeleri kullanilarak stabilize edilmis ince daneli zeminlerin donma-cozulmeye maruz kalmadan ve maruz kaldiktan sonraki serbest basinc mukavemeti degisimleri incelenmistir. Katki malzemesi olarak mermer toz
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8be1fa08b08b19d479143618f0602c18
https://doi.org/10.21923/jesd.321924
https://doi.org/10.21923/jesd.321924
Publikováno v:
Pamukkale University Journal of Engineering Sciences. 23:250-253
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3fce8bbb5460c88ff8548c3569235800
https://doi.org/10.5505/pajes.2016.81567
https://doi.org/10.5505/pajes.2016.81567
Publikováno v:
Volume: 9, Issue: 3 1327-1336
Bitlis Eren Üniversitesi Fen Bilimleri Dergisi
Bitlis Eren Üniversitesi Fen Bilimleri Dergisi
Geoteknik mühendisliğinde temeller altındaki oturmaların ve iksa yapılarına etki eden yatay toprak basınçlarının doğru bir şekilde belirlenebilmesi, zemin içerisindeki ilave düşey gerilme dağılımının doğru bir şekilde tahmin edi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b0e4f4da5297ef06bd97b7a44b12ed2d
https://dergipark.org.tr/tr/pub/bitlisfen/issue/56926/636927
https://dergipark.org.tr/tr/pub/bitlisfen/issue/56926/636927
Autor:
Sıddıka Nilay Keskin, Recep Akan
Publikováno v:
SN Applied Sciences. 1
The shear strength (Su) of soils is one of the most widely used parameters for designing structures safely, where Su is found with the unconfined compression test (UCS). Although UCS can be acquired by performing uniaxial compression test it would be
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9e2d9a5fc8dc161331da037de97028d4
https://doi.org/10.1007/s42452-019-0883-8
https://doi.org/10.1007/s42452-019-0883-8
Autor:
Sıddıka Nilay Keskin, Recep Akan
Publikováno v:
Volume: 6, Issue: 2 250-257
In the design of geotechnical structures one of the most important parameters is the value of the shear strength of soils. Unconfined compression test is the most common used method for determining the value of shear strength of soils. While preparin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3f00c3b449fda7b7a8ee5793d0347e24
http://dspace.sdu.edu.tr/xmlui/handle/123456789/17665
http://dspace.sdu.edu.tr/xmlui/handle/123456789/17665
Autor:
Sıddıka Nilay Keskin, Akten Cengizhan
Publikováno v:
Volume: 7, Issue: 1 136-144
Mühendislik Bilimleri ve Tasarım Dergisi
Mühendislik Bilimleri ve Tasarım Dergisi
In this study, all the laboratory experimentsnecessary for basic design were carried out by considering different soilprofiles. As a result of these experiments, after the formation of the soilprofiles, settlement calculations were made mainly by con
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9c65531ae775bc8b2ac2064510f9fc49
https://dergipark.org.tr/tr/pub/jesd/issue/42166/425647
https://dergipark.org.tr/tr/pub/jesd/issue/42166/425647
Publikováno v:
Arabian Journal for Science and Engineering. 39:747-752
Heave causes serious damages on structures resting on expansive soils. Investigations have been carried out to develop a procedure for quick and acceptable prediction of swell characteristics from physical, chemical and mineralogical soil properties.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::660929f014991b7678cb23288b7ea57f
https://doi.org/10.1007/s13369-013-0852-2
https://doi.org/10.1007/s13369-013-0852-2