Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Alaa K. Ashmawy"'
Autor:
Alaa K. Ashmawy
Publikováno v:
Высшее образование в России, Vol 0, Iss 3, Pp 56-66 (2016)
The paper describes School of Engineering of American University in Dubai. The brief historic overview for American University in Dubai and School of Engineering is provided. University’s and School’s organizational and administrative aspects are
Externí odkaz:
https://doaj.org/article/6306e702c8964a38aa372d1aa7768a34
Autor:
Alaa K. Ashmawy, Khaled Ali
Publikováno v:
2018 World Engineering Education Forum - Global Engineering Deans Council (WEEF-GEDC).
Engineering problems can always be solved via more than one method. However, there is often an advantage in choosing a particular method, depending on the specific parameters and constraints. The ability to choose the most appropriate approach to sol
Autor:
Elias I. Saqan, Alaa K. Ashmawy
Publikováno v:
2018 World Engineering Education Forum - Global Engineering Deans Council (WEEF-GEDC).
In this paper we present an alternative approach for providing students with practical experiences within the undergraduate curriculum. In contrast to conventional internships and co-op programs, the Field Experience is a full-fledged academic course
Publikováno v:
Canadian Geotechnical Journal. 42:1053-1065
The paper studies the soil-dependent calibration constants used for determining water content and density of soil using time domain reflectometry (TDR), specifically, to establish the typical soil calibration values and study the extent of the uncert
Publikováno v:
Clays and Clay Minerals. 50:546-552
Short- and long-term exposure to inorganic solutions can cause significant degradation of the hydraulic properties of bentonite clay used in geosynthetic clay liners (GCLs). In particular, the increase in hydraulic conductivity due to cation exchange
Publikováno v:
Soils and Foundations. 39:43-52
Reinforced soils exhibit an improvement in strength and deformation characteristics under monotonic loading conditions, due to the additional “pseudo” confinement caused by the lateral restraint and shear stress mobilization along the soil-inclus
Autor:
Philippe L. Bourdeau, Alaa K. Ashmawy
Publikováno v:
Geosynthetics International. 3:493-515
Simple tension tests were performed to investigate the load-elongation behavior of two geotextiles, a woven polyester and a nonwoven polypropylene, under monotonic and cyclic loading conditions. Creep tests under constant load were also performed in
Autor:
Philippe L. Bourdeau, Alaa K. Ashmawy
Publikováno v:
Geosynthetics International. 2:643-678
Many types of geosynthetic-reinforced soil are subjected to repeated or cyclic loading. In transportation infrastructures such loading conditions occur in pavements supported by reinforced soil retaining walls, reinforced soil bridge abutments, reinf
Autor:
Beena Sukumaran, Ali Daouadji, Stephen Thomas, Nivedita Das, Casey Hurt, Colin Donovan, Alaa K. Ashmawy, John Kopmann
Publikováno v:
Geo-Frontiers 2011.
Autor:
Alaa K. Ashmawy, Nivedita Das
Publikováno v:
Advances in Measurement and Modeling of Soil Behavior.