Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Hasan Fırat PULAT"'
Autor:
Hasan Fırat Pulat, İnci Develioğlu
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 24, Iss 3, Pp 433-438 (2018)
Bu çalışmada, yüksek fırın cürufunun (YFC) geoteknik özellikleri incelenmiş ve taşıma kapasitesi performansı analiz edilmiştir. Dane boyutunun taşıma kapasitesi üzerindeki etkisini araştırmak amacıyla YFC ince (Dmax = 4.75 mm) ve i
Externí odkaz:
https://doaj.org/article/6d5b5d094ce64390bf8c528369670d95
Autor:
İnci Develioğlu, Hasan Fırat Pulat
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 24, Iss 3, Pp 433-438 (2018)
Bu çalışmada, yüksek fırın cürufunun (YFC) geoteknik özellikleri incelenmiş ve taşıma kapasitesi performansı analiz edilmiştir. Dane boyutunun taşıma kapasitesi üzerindeki etkisini araştırmak amacıyla YFC ince (Dmax = 4.75 mm) ve i
Externí odkaz:
https://doaj.org/article/1c0bb5b96278437c89366653f2d356b8
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 23, Iss 3, Pp 268-273 (2017)
Zeminlerin mühendislik özelliklerini iyileştirmek amacıyla birçok metot kullanılmaktadır. Geliştirilen metotların bazıları etkili bir çözüm üretemezken bazılarıysa pratik amaçlar için ekonomik olmayabilir. Bu çalışmada doğal ka
Externí odkaz:
https://doaj.org/article/e270503b058b402ea4d13f1068cd1a22
Publikováno v:
Turkish Journal of Engineering.
Back stability analysis, in-lab testing, and field tests may all be used to assess the behavior of stability of slopes. Each of these approaches has benefits and drawbacks compared to one another. Amongst these approaches, laboratory modeling stands
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::38cd7e83aec4ad92f1c818252a37970d
https://doi.org/10.31127/tuje.1191246
https://doi.org/10.31127/tuje.1191246
Publikováno v:
Volume: 26, Issue: 3 448-458
Sakarya University Journal of Science
Sakarya University Journal of Science
Highly plastic expansive clays swell or shrink due to change in moisture content and they often have very low bearing capacity. Construction of engineering structures particularly pavements and lightweight buildings on problematic soils such as highl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ffc0828deb2394d99a1c4eee6b50ec21
https://dergipark.org.tr/tr/pub/saufenbilder/issue/70993/1028003
https://dergipark.org.tr/tr/pub/saufenbilder/issue/70993/1028003
Autor:
Hasan Fırat Pulat
Publikováno v:
Deu Muhendislik Fakultesi Fen ve Muhendislik. 19:122-131
Belirli dane boyutlarina gore siniflandirilan zeminler dogada genellikle cesitli oranlarda karisim halinde bulunmaktadir. Bu calisma kapsaminda 3 farkli kompozisyonda hazirlanmis kil - cakil numunelerinin kayma mukavemeti ozellikleri buyuk olcekli di
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::533574a12bb89fe1393877d16c462537
https://doi.org/10.21205/deufmd.2017195510
https://doi.org/10.21205/deufmd.2017195510
Publikováno v:
Pamukkale University Journal of Engineering Sciences. 23:268-273
Many methods are used to improve the engineering properties of the soils. While the some of the developed methods cannot produce an effective solution, some of them are not economical for practical solution. In this study, permeability and shear stre
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9aa08ac2793273c1209406625ab37b25
https://doi.org/10.5505/pajes.2016.01328
https://doi.org/10.5505/pajes.2016.01328
Publikováno v:
Volume: 28, Issue: 1 7703-7724
Teknik Dergi
Teknik Dergi
Gelişen dünya nüfusunaparalel olarak kentsel katı atık miktarı her geçen gün artmaktadır. Mühendisliközellikleri iyi tanımlanmamış katı atıklar ile yapılan kontrolsüz depolamalarsonucu oluşan göçmeler can güvenliğini tehlikeye
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ca7be621d1a79f8eb1d9c9a19033e440
https://dergipark.org.tr/tr/pub/tekderg/issue/28145/299128
https://dergipark.org.tr/tr/pub/tekderg/issue/28145/299128
Publikováno v:
Geoenvironmental Engineering.
Investigation of aging effect is important due to examination of long-term influence of contaminants on the landfill liners. The effect of Na + and Ca 2+ ions on the engineering behavior of soils were examined and the aging effect on engineering prop
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::905bc07e04e50de8d4aee620a68712a2
https://doi.org/10.1061/9780784413432.025
https://doi.org/10.1061/9780784413432.025
Autor:
Reddy, Krishna R., Feng, Shijin
Publikováno v:
Geoenvironmental Engineering (2014); 2014, pi-vii, 7p