Zobrazeno 1 - 10
of 22
pro vyhledávání: '"Tarek N. Salem"'
Publikováno v:
CivilEng, Vol 4, Iss 4, Pp 1169-1181 (2023)
Steel storage tanks are widely used in different fields. Most of these tanks contain hazardous materials, which may lead to disasters and environmental damage for any design errors. There are many reasons which cause the failure of these tanks such a
Externí odkaz:
https://doaj.org/article/f9973c90782b4cf499bbfc3d2775e69b
Publikováno v:
Buildings, Vol 14, Iss 4, p 1133 (2024)
Large-diameter bored piles can safely transmit loads from structures by skin friction to the surrounding soil strata and end bearing at the bedrock layer, thereby providing a high compressive capacity. High-Strain Dynamic Testing (HSDT) provides a un
Externí odkaz:
https://doaj.org/article/56bcf2023d09451eb3dac22edd008096
Publikováno v:
Ain Shams Engineering Journal, Vol 9, Iss 4, Pp 3381-3390 (2018)
The surface layer of the northern coastal line in Egypt is mainly comprised of calcareous sand, resulting from erosion of limestone and calcarenite ridges. These calcareous sand formations, are considered problematic due to their possible crushabilit
Externí odkaz:
https://doaj.org/article/806d1216fc114c05ae1ffcf5429b5cc8
Publikováno v:
Journal of Marine Science and Engineering, Vol 9, Iss 10, p 1046 (2021)
Unlike sedimentary soils, limited studies have dealt with completely decomposed granite (CDG) soils, even though they are plentiful and used extensively in several engineering applications. In this paper, a set of triaxial compression tests have been
Externí odkaz:
https://doaj.org/article/45224908cace478b96d2606686b3a410
Publikováno v:
Journal of Marine Science and Engineering, Vol 9, Iss 8, p 839 (2021)
The erosion of limestone and calcarenite ridges that existed parallel to the Mediterranean shoreline forms the calcareous sand (CS) formation at the surface layer of Egypt’s northern coast. The CS is often combined with broken shells which are cons
Externí odkaz:
https://doaj.org/article/cadba3ee27444163a47e94572cd2541c
Publikováno v:
Frattura ed Integrità Strutturale, Vol 15, Iss 57, Pp 40-49 (2021)
Frattura ed Integrità Strutturale, Vol 15, Iss 57 (2021)
Frattura ed Integrità Strutturale; Vol. 15 No. 57 (2021): July 2021; 40-49
Frattura ed Integrità Strutturale; V. 15 N. 57 (2021): July 2021; 40-49
Frattura ed Integrità Strutturale, Vol 15, Iss 57 (2021)
Frattura ed Integrità Strutturale; Vol. 15 No. 57 (2021): July 2021; 40-49
Frattura ed Integrità Strutturale; V. 15 N. 57 (2021): July 2021; 40-49
Static and dynamic behavior of above-ground steel storage oil tanks resting on end bearing piles or stone columns are studied and analyzed using ADINA (2019) program. The studied soil profile is an upper soft clay soil layer, followed by an extended
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1845b4567021b79cc3e91bc9bb2834fc
https://www.fracturae.com/index.php/fis/article/view/3053/3239
https://www.fracturae.com/index.php/fis/article/view/3053/3239
Publikováno v:
Innovative Infrastructure Solutions. 6
Many vital infrastructures are supported by large-diameter rigid monopiles, such as bridges, wind turbine systems, dolphins, and several other offshore structures. These monopiles, in addition to sustaining large axial loads, are subjected to large l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b84acc65b6b8342f5d07233beca9ccbc
https://doi.org/10.1007/s41062-021-00543-8
https://doi.org/10.1007/s41062-021-00543-8
Publikováno v:
Innovative Infrastructure Solutions. 6
Shallow foundations resting on a deep layer of soft saturated clay are considered a geotechnical challenge. The design engineer is faced with challenges in selecting safe and economic solutions for the foundations of these light weight structures by
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::89fbef7336aafc1256c9ba6cef5bc975
https://doi.org/10.1007/s41062-021-00455-7
https://doi.org/10.1007/s41062-021-00455-7
Publikováno v:
Port-Said Engineering Research Journal.
At some coastal areas in Egypt, especially Port Said and Damietta, there are layers of loose to medium silty sand with traces of seashells fragments at the surface, overlying a very deep soft clay layer. The construction of shallow foundations over s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a651e434a85fbb9a6b7f6e1563b1d48d
https://doi.org/10.21608/pserj.2020.21462.1024
https://doi.org/10.21608/pserj.2020.21462.1024
Publikováno v:
Port-Said Engineering Research Journal.
In Egypt, large diameter piles are used in some sites with diameters exceeding 2 m. In some cases, these piles carry foundations of heavy structures and/or large vertical and lateral loads. The analysis and design methodologies of large diameter pile
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5de50b59c922d848d9798056ff5dfc03
https://doi.org/10.21608/pserj.2020.21467.1025
https://doi.org/10.21608/pserj.2020.21467.1025