Zobrazeno 1 - 10
of 54
pro vyhledávání: '"M. M. Allam"'
Publikováno v:
Materiales de Construccion, Vol 64, Iss 314, Pp e012-e012 (2014)
Three high belite laboratory clinkers were prepared from traditional and alternative raw materials. Reference clinker was obtained from 77% limestone, 11% sandy clays, 11% fatty clays and 1% iron scales. The fatty clays were replaced by red brick pow
Externí odkaz:
https://doaj.org/article/1a900bd22dc64df5826c7d11242b0491
Autor:
Mohamed Fathy Abo Sree, A. M. M. Allam, Muhammad Aly Ibrahim, Mohamed H. Abd El-Azeem, W. Swelam, Hadia El Hennawy
Publikováno v:
Jordanian Journal of Computers and Information Technology, Vol 05, Iss 2, Pp 135-145 (2019)
This article is devoted to the design, analysis and fabrication of conventional and metamaterial leaky wave antennas. The effects of utilizing composite right/left handed structure on bandwidth, gain and beam steering are reflected. The structures wi
Externí odkaz:
https://doaj.org/article/a370a4c0ded942448c5c510021fad5e3
Publikováno v:
Journal of physiology and pharmacology : an official journal of the Polish Physiological Society. 72(2)
Although there is accumulating evidence which suggests that the administration of ghrelin could be used to preserve cardiac function, delay the progression of heart failure post-myocardial infarction, and attenuate ventricular remodeling, there is st
Publikováno v:
Geomechanics and Engineering. 1:307-321
The paper employs a feed forward neural network with back-propagation algorithm for modeling time dependent swell in clays containing carbonate in the presence of sulfuric acid. The oedometer swell percent is estimated at a nominal surcharge pressure
Publikováno v:
Soil and Sediment Contamination: An International Journal. 18:121-135
Soil often becomes contaminated with a variety of chemicals due to leakage of under/aboveground chemical storage tanks, improper discharge of waste, or improper design of waste containment facilities. Contaminated soil water can influence the soil's
Publikováno v:
Journal of Soil Sciences and Agricultural Engineering. 32:6985-6990
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 143:75-81
Herein are reported the results of an investigation on the effective angle of interfacial friction between fine-grained soils and solid surfaces as influenced by the roughness of the material surface, the soil type and the overconsolidation ratio. Th
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 131:75-82
It has been established that the friction angle delta between sand and solid surfaces is influenced by the mode of shear resulting from differences in preparation of the interface, The solid material can be placed over the prepared sand bed (type A m
Publikováno v:
Materiales de Construcción; Vol. 64 No. 314 (2014); e012
Materiales de Construcción; Vol. 64 Núm. 314 (2014); e012
Materiales de Construcción
Consejo Superior de Investigaciones Científicas (CSIC)
Materiales de Construccion, Vol 64, Iss 314, p e012 (2014)
Materiales de Construccion, Vol 64, Iss 314, Pp e012-e012 (2014)
Materiales de Construcción; Vol. 64 Núm. 314 (2014); e012
Materiales de Construcción
Consejo Superior de Investigaciones Científicas (CSIC)
Materiales de Construccion, Vol 64, Iss 314, p e012 (2014)
Materiales de Construccion, Vol 64, Iss 314, Pp e012-e012 (2014)
Three high belite laboratory clinkers were prepared from traditional and alternative raw materials. Reference clinker was obtained from 77% limestone, 11% sandy clays, 11% fatty clays and 1% iron scales. The fatty clays were replaced by red brick pow
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d000a25ef7c1ea6668f84b9032dc4c8c
https://materconstrucc.revistas.csic.es/index.php/materconstrucc/article/view/1473
https://materconstrucc.revistas.csic.es/index.php/materconstrucc/article/view/1473
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 119:123-128
Estimates of interfacial friction angle (delta) are necessary for the design of retaining structures and deep foundations, Recommendations in the literature regarding delta values are often contradictory and are therefore not easy to apply in geotech