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Field behavior of a high anchored reinforced earth wall


Citation

Ali, Faisal and Kim Huat, Bujang and Lee, Chee Hai (2008) Field behavior of a high anchored reinforced earth wall. American Journal of Environmental Sciences, 4 (4). pp. 297-302. ISSN 1553-345X; ESSN: 1558-3910

Abstract / Synopsis

Since the invention of Reinforced Earth by the French architect Hendri Vidal in 1966, numerous reinforced soil walls have been designed and constructed all over the world. In this study the focus was on a particular type of reinforced wall called Nehemiah wall which differed from the Vidal type in the sense that instead of steel strips, the reinforcing elements consisted of steel bars with anchor blocks attached at the free ends. A full scale high anchored reinforced earth wall was constructed and instrumented to capture the essential behavior of the wall. Two sections of the wall were monitored where at one of the sections polystyrene foam was inserted at the back face of the wall panel to allow for lateral deformation to take place which means that the facing was less flexible in the transverse direction. The lateral deformation, axial forces along the reinforcing bars and settlement were monitored and measured for both cases and the results were compared and discussed.


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Additional Metadata

Item Type: Article
Divisions: Faculty of Engineering
DOI Number: 10.3844/ajessp.2008.297.302
Publisher: Science Publications
Keywords: Anchor blocks; Instrumentation; Lateral movement; Reinforced earth; Settlement
Depositing User: Mardhiah Mat Jusoh
Date Deposited: 01 Sep 2010 15:06
Last Modified: 05 Dec 2017 15:52
Altmetrics: http://www.altmetric.com/details.php?domain=psasir.upm.edu.my&doi=10.3844/ajessp.2008.297.302
URI: http://psasir.upm.edu.my/id/eprint/7765
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