Volume 7, Issue 1 (8-2013)
2013, 7(1): 1669-1690 |
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Fakher A, Zare H, Farhadi A. Numerical Analysis of Deformation Modes of Reinforced Soil Walls. Journal of Engineering Geology 2013; 7 (1) :1669-1690
URL: http://jeg.khu.ac.ir/article-1-388-en.html
URL: http://jeg.khu.ac.ir/article-1-388-en.html
1- Associate Professor of Geotechnical Engineering Faculty of Civil Engineering University of Tehran
2- Msc Student of Geotechnical Engineering Tarbiat Moallem University
3- Assistant Professor Kharazmi University ,alifarhadi5@gmail.com
2- Msc Student of Geotechnical Engineering Tarbiat Moallem University
3- Assistant Professor Kharazmi University ,
Abstract: (8933 Views)
In this study using finite element procedure was used to simulate the dynamic behavior of reinforced soil walls, to evaluate their dynamic response on all types of deformation modes, different mechanisms of failure detection and identification of parameters in each of the modes and the mechanisms. Detailed numerical modeling, behavioral models and materials were described and Dynamic response of the physical model has been validated experimentally. Parametric study has been of the wall height of 5 meters by the effective parameters such as hardness, length to height ratio, the vertical reinforcement, wall height, and acceleration inputs. Three modes of deformation were observed. The study showed that occur bulging deformation mode while the use of flexible reinforcement and occur overturning deformation mode while the use of stiffness reinforcement. Stiffness reinforcements have the most effective in changing the type of deformation. Length to height ratio of reinforcements has the minimum effective in changing the type of deformation.
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