Zobrazeno 1 - 10
of 35
pro vyhledávání: '"Adnan Jayed Zedan"'
Publikováno v:
Tikrit Journal of Engineering Sciences, Vol 29, Iss 2 (2022)
Proper dam management should be ensured regularly to avoid breaches and failure. In this study, the finite element method was used to analyse the stability of the Shirin earthen dam under various conditions. The necessary laboratory tests for soils u
Externí odkaz:
https://doaj.org/article/65b11c6f4ca340aba088605ad2dd6164
Publikováno v:
Tikrit Journal of Engineering Sciences, Vol 29, Iss 2 (2022)
Gypseous soil, as is well known, includes a specific quantity of gypsum. Gypsum is a water-soluble salt with a solubility of (2.2-2.6) gram/liter in distilled - water. As a result, the presence of gypsum poses a challenge when building structures on
Externí odkaz:
https://doaj.org/article/c9de2611045f47d88915f7da171cccdc
Autor:
Adnan Jayed Zedan, Heba H. Abbas
Publikováno v:
Tikrit Journal of Engineering Sciences, Vol 27, Iss 1, Pp 30-39 (2020)
This study included (40) tests of loading a square footing (100*100 mm) resting on two layered soils (sand over gypseous soils) using a steel box with the dimensions of (900*900*500 mm). Gypseous soil was brought from Tikrit-University with gypsum co
Externí odkaz:
https://doaj.org/article/1938c3f40af448b296451cd884e6414e
Publikováno v:
Tikrit Journal of Engineering Sciences, Vol 26, Iss 1, Pp 20-25 (2019)
The Gypseous soil which is used is taken from Tikrit city in Salah Aldeen governorate and specially from Tikrit University from a depth (1.5-2) m. It’s type is sandy gravely with a small percentage of silt and clay while the percentage of gypsum is
Externí odkaz:
https://doaj.org/article/1c2bb5c41b8b412a819ac1fbe9d54422
Publikováno v:
Kirkuk Journal of Science, Vol 12, Iss 1, Pp 202-232 (2017)
In this study the behavior of rectangular footing on gypsum soil is studied under vertical eccentric loads through two way ( x–y) via fabrication of a simulator of (100 mm * 150 mm) for the rectangle footing. By using the (Bubble ) program in the m
Externí odkaz:
https://doaj.org/article/2f6e353979bb4fe2977976b09a2f922d
Autor:
Adnan Jayed Zedan, Hend Jamal Maulood
Publikováno v:
Tikrit Journal of Engineering Sciences, Vol 24, Iss 1, Pp 25-37 (2017)
The present study attempts to represent the behavior of shallow foundations under the effect of eccentric inclined loading in terms of the main criteria of design which are the ultimate bearing capacity, permissible settlement, horizontal displacemen
Externí odkaz:
https://doaj.org/article/b863d2cf5814456483f9105eb01c00f6
Publikováno v:
Journal of the Mechanical Behavior of Materials. 31:739-747
One of the most critical engineering problems that occur in the foundations of machines resting on soil is the problem of the transmission of vibration from the machine to the foundation and then to the soil. This leads to increased stresses on the s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c364d3080afe99198740a8218614ea9b
https://doi.org/10.1515/jmbm-2022-0212
https://doi.org/10.1515/jmbm-2022-0212
Publikováno v:
Tikrit Journal of Engineering Sciences, Vol 15, Iss 3, Pp 49-63 (2013)
The analysis presented here introduces three optimization techniques namely, Hooke and Jeeves, Fletcher-Reeves and Davidon-Fletcher-Powell as applied to design of the circular footing adjacent to slopes. A computer program was developed to solve this
Externí odkaz:
https://doaj.org/article/9eaed6376373490d9404ceac32757fa2
Publikováno v:
Tikrit Journal of Engineering Sciences, Vol 26, Iss 1, Pp 20-25 (2019)
The Gypseous soil which is used is taken from Tikrit city in Salah Aldeen governorate and specially from Tikrit University from a depth (1.5-2) m. It's type is sandy gravely with a small percentage of silt and clay while the percentage of gypsum is (
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::874d59616b6743d2a4f8dad9897d9814
http://tj-es.com/vol26no1pa3/
http://tj-es.com/vol26no1pa3/
Publikováno v:
Tikrit Journal of Engineering Sciences, Vol 15, Iss 3 (2008)
The analysis presented here introduces three optimization techniques namely, Hooke and Jeeves, Fletcher-Reeves and Davidon-Fletcher-Powell as applied to design of the circular footing adjacent to slopes. A computer program was developed to solve this
Externí odkaz:
https://doaj.org/article/804923c52828432bbad507ad80ed667e