Journal of Civil Engineering and Construction Technology
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Article Number - 1322C6E64399


Vol.8(4), pp. 26-34 , April 2017
DOI: 10.5897/JCECT2017.0434
ISSN: 2141-2634



Full Length Research Paper

Stability analysis of a reinforced sand beam



Sami Goren
  • Sami Goren
  • Department of Environmental Engineering, Umm Al-Qura University College of Engineering Al-Lith Campus, Makkah, KSA, Saudi Arabia.
  • Google Scholar







 Received: 03 January 2017  Accepted: 10 March 2017  Published: 30 April 2017

Copyright © 2017 Author(s) retain the copyright of this article.
This article is published under the terms of the Creative Commons Attribution License 4.0


A reinforced sand beam was tested at the laboratory, in order to understand the behaviour of the sand during the failure mechanism. A series of structural tests on the sand and on the reinforcement material were conducted first, and then a reinforced sand beam was constructed in the laboratory. The results were checked theoretically and numerical simulations were also carried out, to examine the moment stiffness of the reinforced structure. In order to generate a general result, elasticity moduli of the different conditions were calculated and compared to each other, with the changing circumstances. It was clearly proved that, reinforced sand beams have a strong bending resistance. The increasing effect of reinforcement was calculated using the experiment results.

Key words: Reinforcement, stability analysis, soil structure, geosynthetics, sand. 

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APA Gören, S. (2017). Stability analysis of a reinforced sand beam. Journal of Civil Engineering and Construction Technology, 8(4), 26-34.
Chicago Sami Gören. "Stability analysis of a reinforced sand beam." Journal of Civil Engineering and Construction Technology 8, no. 4 (2017): 26-34.
MLA Sami Gören. "Stability analysis of a reinforced sand beam." Journal of Civil Engineering and Construction Technology 8.4 (2017): 26-34.
   
DOI 10.5897/JCECT2017.0434
URL http://academicjournals.org/journal/JCECT/article-abstract/1322C6E64399

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