Zobrazeno 1 - 10
of 10
pro vyhledávání: '"R.. Bashandy"'
Publikováno v:
BMC Microbiology, Vol 24, Iss 1, Pp 1-22 (2024)
Abstract This study investigates non-rhizobial endophytic bacteria in the root nodules of chickpea (Cicer arietinum L), faba bean (Vicia faba), and cowpea (Vigna unguiculata L. Walp), as well as arbuscular mycorrhizal fungi in the rhizospheric soil o
Externí odkaz:
https://doaj.org/article/d3f945c4b2544d5fa0497a917eab9874
Autor:
Abdel-Hamied M. Rasmey, Mohamed Hemida Abd-Alla, Mostafa A. Tawfik, Shymaa R. Bashandy, Mohamed Salah, Ronghou Liu, Chen Sun, Elhagag A. Hassan
Publikováno v:
International Journal of Hydrogen Energy.
Autor:
J. M. Bernechea, T.. El-Khalek, A. A. Gawad, Chad Kraemer, M. Yosry, R.. Bashandy, A. Mathur, T.. Mabrouk, J.. Long, A.. Shaaban
Publikováno v:
All Days.
This paper describes the application for the first time of a novel channel fracturing technique combined with rod-shaped proppant in selected production targets in several fields in the Egyptian western desert. The channel fracturing technique introd
Publikováno v:
Revista de Ingeniería. :21-30
Durante las ultimas cuatro decadas una significativa cantidad de investigaciones teoricas y experimentales sobre el analisis, diseno y comportamiento de muros diafragmas han sido llevadas a cabo. Sin embargo, relativamente pocas de ellas han consider
Autor:
Tarek R Bashandy
Publikováno v:
ACI Structural Journal. 106
Building codes allow the use of bundled reinforcement in groups of up to four bars. Placing reinforcing bars in bundles can overcome some of the practical limitations of using single bars with larger diameters. This paper examines the behavior of ten
Publikováno v:
ACI Structural Journal. 96
Headed reinforcement offers several advantages over straight bar or hooked bar anchorages to develop reinforcement in concrete members. A summary of test results on the anchorage behavior of headed reinforcement with low ratios of embedment depth-to-
Publikováno v:
SP-180: Bond and Development of Reinforcement - A Tribute to Dr. Peter Gergely.
Pullout tests were conducted on deeply embedded headed reinforcement to determine the effect of transverse reinforcement and bonded length on the side-blowout capacity and load-slip behavior of the anchorage. It was found that transverse ties or stir
Publikováno v:
ISRN Microbiology; 2012, Vol. 2012 Issue: 1
Conference
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Conference
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