Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Saad Farhan Ibrahim"'
Publikováno v:
Journal of Engineering, Vol 20, Iss 04 (2023)
Granular Pile Anchor (GPA) is one of the innovative foundation techniques, devised for mitigating heave of footing resulting from the expansive soils. This research attempts to study the heave behavior of (GPA-Foundation System) in expansive soil. La
Externí odkaz:
https://doaj.org/article/fbfe33debfaa4e35a14a2b976f69ffab
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 22, Iss 1 (2018)
A combination of axial and lateral was applied on a small scale model piles embedded in layered sand soil. Two types of piles were used (open and closed ended steel box piles), while the relative density (Dr) of the upper and lower sand layers were (
Externí odkaz:
https://doaj.org/article/58bfd38cea7c46f9804193e76b468258
Autor:
Saad Farhan Ibrahim, Saja Faisal Abbas
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 21, Iss 2 (2017)
The creep of clayey subgrade soils is understood to be a process of deformation progressing in time under a constant stress and temperature. Owing to the creep of subgrade layer, stress redistribution occurs with a subsequent drop of the strength, an
Externí odkaz:
https://doaj.org/article/08a1b410aa574485b267db8243281c8c
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 19, Iss 3 (2015)
The quality of the subgrade will greatly influence the pavement design and the service life of the pavement. This study is performed to evaluate the effect of Calcium Chloride (CaCl2) on the strength of subgrade soil containing high percentage of sol
Externí odkaz:
https://doaj.org/article/88e8a19fd007433b8681af7919a49c1b
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 18, Iss 3 (2014)
This study represents an effort to study the effect of driven pile type and relative density of the sand on the evaluation of bearing capacity of pile under two different types of loading, compression and tension (uplift) loads. Results of the observ
Externí odkaz:
https://doaj.org/article/309d184b9bae488087c49c2e6ee32ae6
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 17, Iss 1 (2013)
It is always recommended to improve the properties of the soft soil beneath the railway networks often in such cases to increase its ability in bearing different applied loads and to control the expected generated settlements. The most methods used t
Externí odkaz:
https://doaj.org/article/ed3b86bf4c4b4eb581f5c11997b09230
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 17, Iss 1 (2013)
The aim of this research is to produce thematic maps for California Bearing Ratio (CBR) and Resilient Modulus (MR), for Baghdad city depending on traditional soil properties obtained from soil investigation reports of the case study taking advantage
Externí odkaz:
https://doaj.org/article/86e8b365fd3e40b39456ab737aa814f5
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 16, Iss 3 (2012)
The present work investigates the behavior of unpaved road overlying soft clay layer reinforced with single layer of geogrid placed at the subgrade/subbase interface. A laboratory model is reinforced with two different types of geogrid and subjected
Externí odkaz:
https://doaj.org/article/6a359918de2d4975ac29865c7208ea50
Publikováno v:
Mathematical Statistician and Engineering Applications. 71:310-329
Iraq oil rich country is in the condition of economic chaos and confronting an intense scarcity for the low-cost housing in the capital as migration from the surrounding cities flooded where country poor economic condition has pushed the housing pric
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1865fbeae1ab2129e139167be95e4ad3
https://doi.org/10.17762/msea.v71i2.90
https://doi.org/10.17762/msea.v71i2.90
Publikováno v:
European Journal of Business and Management Research. 7:63-68
The study aimed to know the effect of comprehensive Total quality management on construction projects in Jordan, and the study population consisted of (50) construction companies in the capital Amman, while the study sample amounted to (69) employees
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::df635b4c04d28ba594ec9b9dda185032
https://doi.org/10.24018/ejbmr.2022.7.2.1303
https://doi.org/10.24018/ejbmr.2022.7.2.1303