Zobrazeno 1 - 10
of 114
pro vyhledávání: '"M. Shahien"'
Publikováno v:
Journal of Engineering Research - Egypt, Vol 1, Iss 2015, Pp 15-25 (2015)
Dewatering systems with vertical partially penetrating cutoff walls are usually used in the case of deep excavation for side support system and further increases the efficiency of the groundwater control system. In this study a parametric analysis wa
Externí odkaz:
https://doaj.org/article/9d5024651a2246838fffa9964fb053c5
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. :1-13
This paper presents a comprehensive study of using xanthan gum (XG), sodium alginate (SA) and gelatin (G) to stabilise collapsible soil. Modified Proctor, one-dimensional collapse, unconsolidated-undrained triaxial and California bearing ratio (CBR)
Akademický článek
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Akademický článek
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This article presents a comparative study of using three different kinds of biopolymers (xanthan gum, sodium alginate, and gelatin), environmentally friendly materials, in stabilizing collapsible soil. Modified Proctor, single oedometer, unconsolidat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::210f673ecdd99d32e6860f59f397a1bb
https://doi.org/10.21203/rs.3.rs-1972593/v1
https://doi.org/10.21203/rs.3.rs-1972593/v1
Publikováno v:
International Thermal Spray Conference.
Hybrid aerosol deposition (HAD) is a new coating method to deposit homogeneous nano-structured ceramic coatings. An accurate evaluation of the fabricated coating properties is required. In this study, α-Al2O3 fine powder was sprayed by HAD. The obta
Publikováno v:
International Thermal Spray Conference.
Deposition of protective dense environmental barrier layers is a promising solution to improve the reliability and environmental durability of the next-generation turbines and other industrial applications. In this context, spraying of fine particles
Autor:
Marawan M. Shahien, Ahmed Farouk
Publikováno v:
Ain Shams Engineering Journal, Vol 4, Iss 4, Pp 633-640 (2013)
Estimating the deformation modulus of gravelly soils is a challenging task. The estimate of deformation modulus of cohessionless soils in general relies on availability of correlation between in situ test parameters and deformation modulus back-calcu
Externí odkaz:
https://doaj.org/article/c39ef041ce9944318a9f6a51c11f7c66
Autor:
Ahmed Farouk, Marawan M. Shahien
Publikováno v:
Alexandria Engineering Journal, Vol 52, Iss 4, Pp 733-740 (2013)
The construction of heavy structures on soils of low relative density is a challenging task. The inclusion of soil–cement columns produced by the deep mixing method is one of the soil stabilizing techniques that could be applied successfully to ove
Externí odkaz:
https://doaj.org/article/3a4cd5c327d041f7956a11a52b1b0b87
Publikováno v:
Geotechnical and Geological Engineering. 39:4059-4070
Soft clay soil extends in many areas all over the world. The construction on soft clay is one of the most important problems in engineering practice. When the design engineers face this problem, they always use deep foundations. In many cases, the ve