Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Husam H. Baqir"'
Publikováno v:
Engineering and Technology Journal, Vol 39, Iss 2A, Pp 167-179 (2021)
This paper displays an empirical work of a micropile inserted in the dry river sand with different length to diameter (L/D) ratios (13, 15, 27, 42, and 50). The experimental work is executed on the models of micropile to imitate the side force motion
Externí odkaz:
https://doaj.org/article/b21074fb6e8d4bd4a05911df8241bc9b
Publikováno v:
Mağallaẗ Al-kūfaẗ Al-handasiyyaẗ, Vol 10, Iss 1, Pp 68-77 (2019)
This paper presents the effect of heat treatment on ultimate bearing capacity and total settlement of soft clay. The soft clay that was used in this study was prepared by mixing Baghdad’s clay with sufficient water content which gives a shear stren
Externí odkaz:
https://doaj.org/article/33b9b3bedd8f4d25a07e5979a77e6b9d
Publikováno v:
Mağallaẗ Al-kūfaẗ Al-handasiyyaẗ, Vol 10, Iss 1, Pp 68-77 (2019)
This paper presents the effect of heat treatment on ultimate bearing capacity and total settlement of soft clay. The soft clay that was used in this study was prepared by mixing Baghdad’s clay with sufficient water content which gives a shear stren
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f749ad15560e2c749429322ce82c6902
http://www.uokufa.edu.iq/journals/index.php/kje/article/view/8010
http://www.uokufa.edu.iq/journals/index.php/kje/article/view/8010
Publikováno v:
E3S Web of Conferences, Vol 318, p 01018 (2021)
Helical piles are foundation systems used to support compression, tension, and lateral loads. However, this type of piles was used around the world for more than 25 years. Its behavior, especially in Iraq, is still unknown and scare. The present stud
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ca6da2f4696a10fb3d3f0b019d5c026b
https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/94/e3sconf_icge2021_01018.pdf
https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/94/e3sconf_icge2021_01018.pdf
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 961:012033
Piles with helices are a kind of foundation that is capable of withstanding compression, tension, and lateral loads. However, for almost 25 years, this kind of Pile was widely used across the world. Its behaviour is unpredictable and terrifying, espe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::339b673055cf44b3633ef1936484703b
https://doi.org/10.1088/1755-1315/961/1/012033
https://doi.org/10.1088/1755-1315/961/1/012033
