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Information Journal Paper

Title

NUMERICAL ANALYSIS OF DEFORMATION MODES OF REINFORCED SOIL WALLS

Pages

  1669-1690

Abstract

 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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    • Cite

    APA: Copy

    FARHADI, A., FAKHER, A., & ZARE, H.. (2013). NUMERICAL ANALYSIS OF DEFORMATION MODES OF REINFORCED SOIL WALLS. JOURNAL OF ENGINEERING GEOLOGY, 7(1), 1669-1690. SID. https://sid.ir/paper/186275/en

    Vancouver: Copy

    FARHADI A., FAKHER A., ZARE H.. NUMERICAL ANALYSIS OF DEFORMATION MODES OF REINFORCED SOIL WALLS. JOURNAL OF ENGINEERING GEOLOGY[Internet]. 2013;7(1):1669-1690. Available from: https://sid.ir/paper/186275/en

    IEEE: Copy

    A. FARHADI, A. FAKHER, and H. ZARE, “NUMERICAL ANALYSIS OF DEFORMATION MODES OF REINFORCED SOIL WALLS,” JOURNAL OF ENGINEERING GEOLOGY, vol. 7, no. 1, pp. 1669–1690, 2013, [Online]. Available: https://sid.ir/paper/186275/en

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