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Information Journal Paper

Title

NUMERICAL INVESTIGATION OF SOIL AND BURIED STRUCTURES USING FINITE ELEMENT ANALYSIS

Pages

  97-104

Abstract

 Today the important of studying soil effect on behavior of soil contacted structures such as foundations, piles, retaining wall and other similar structures is so much that neglecting of soil-structure INTERACTION effect can cause to untrue results. In this paper soil-structure INTERACTION simulation was done by using Finite element method analysis with ABAQUS version 6.13-14. The results have been presented based on pile function in contact with soil, vertical stresses in SOIL AND STRUCTURES, pore pressure in drained and undrained condition and UNDERGROUND WATER LEVEL. Final conclusions revealed that pore pressure effect is not uniform on all parts of pile and amount of pore pressure increment in top elements is lower than down elements of pile. Finally, it was concluded that 70% of PILE BEARING CAPACITY is depend on friction of soil and pile contact surface.

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  • Cite

    APA: Copy

    SHIRZAD SHAHRIVAR, MEYSAM, & GHOLI ZADEH, AMIN. (2017). NUMERICAL INVESTIGATION OF SOIL AND BURIED STRUCTURES USING FINITE ELEMENT ANALYSIS. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, 3(4 (9)), 97-104. SID. https://sid.ir/paper/252501/en

    Vancouver: Copy

    SHIRZAD SHAHRIVAR MEYSAM, GHOLI ZADEH AMIN. NUMERICAL INVESTIGATION OF SOIL AND BURIED STRUCTURES USING FINITE ELEMENT ANALYSIS. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING[Internet]. 2017;3(4 (9)):97-104. Available from: https://sid.ir/paper/252501/en

    IEEE: Copy

    MEYSAM SHIRZAD SHAHRIVAR, and AMIN GHOLI ZADEH, “NUMERICAL INVESTIGATION OF SOIL AND BURIED STRUCTURES USING FINITE ELEMENT ANALYSIS,” JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, vol. 3, no. 4 (9), pp. 97–104, 2017, [Online]. Available: https://sid.ir/paper/252501/en

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