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Information Journal Paper

Title

EVALUATION OF SOIL-STRUCTURE INTERACTION PARAMETERS IN STATIC AND DYNAMIC RESPONSE OF THE RETAINING WALL

Pages

  323-334

Abstract

 Doing deep excavation in urban limited spaces, stabilization of massive soil slopes and construction of large coastal walls require using the new methods and accurate calculation and analysis. So, in this study the finite element method (FEM) with ABAQUS software was used to modeling of the RETAINING WALL. To evaluation of wall and soil behavior accurately, solid element and non-linear behavior material was used to demonstrate more exactly responses of RETAINING WALL. Also the structure response calculated for different parameters in concrete and soil. More than 50 analysis were used in this study. SENSITIVE ANALYSIS in interaction parameters and material behavior was considered to calculate the maximum displacement at the top and shear stress at button. It is shown that density changes are more important in the static and dynamic response of structures, “and in dynamic analysis, the sensitivity parameter will increase about 30 percent more comparing static analysis”

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    APA: Copy

    SEYED KOLBADI, SEYED MOHAMMAD, & RASTI ARDAKANI, REZA. (2017). EVALUATION OF SOIL-STRUCTURE INTERACTION PARAMETERS IN STATIC AND DYNAMIC RESPONSE OF THE RETAINING WALL. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), 49(2 ), 323-334. SID. https://sid.ir/paper/165821/en

    Vancouver: Copy

    SEYED KOLBADI SEYED MOHAMMAD, RASTI ARDAKANI REZA. EVALUATION OF SOIL-STRUCTURE INTERACTION PARAMETERS IN STATIC AND DYNAMIC RESPONSE OF THE RETAINING WALL. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR)[Internet]. 2017;49(2 ):323-334. Available from: https://sid.ir/paper/165821/en

    IEEE: Copy

    SEYED MOHAMMAD SEYED KOLBADI, and REZA RASTI ARDAKANI, “EVALUATION OF SOIL-STRUCTURE INTERACTION PARAMETERS IN STATIC AND DYNAMIC RESPONSE OF THE RETAINING WALL,” AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), vol. 49, no. 2 , pp. 323–334, 2017, [Online]. Available: https://sid.ir/paper/165821/en

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