NUMERICAL METHOD STUDY OF SINGLE PILE BEHAVIOR UNDER LATERAL LOADS IN SATURATED CLAY SOIL USING FLAC 3D

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Ahmadi Mohammad Mehdi; Bedayat Houman

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Seminar Paper

Paper Information

Seminar: INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS) PORTS & MARITIME ORGANIZATION
Year:2010 | Issue:9

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Title

NUMERICAL METHOD STUDY OF SINGLE PILE BEHAVIOR UNDER LATERAL LOADS IN SATURATED CLAY SOIL USING FLAC 3D

Author(s)

Ahmadi Mohammad Mehdi | Bedayat Houman | Issue Writer Certificate

Keywords

PILE

LATERAL LOAD

CLAY SOIL

NUMERICAL ANALYSIS

FLAC 3D

Abstract

INTRODUCTION: THERE ARE SEVERAL FACTORS AFFECTING THE BEHAVIOR AND RESPONSE OF A PILE UNDER LATERAL LOADS. THESE FACTORS CAN BE DIVIDED INTO TWO MAIN CATEGORIES: GEOMETRICAL FACTORS (E.G. DIMENSIONS OF THE PILE, SOIL, AND MESH SCHEME) AND MATERIAL PROPERTIES (E.G. SHEAR MODULUS, BULK MODULUS, SOIL ELASTICITY, SOIL DENSITY, AND SHEAR STRENGTH). STUDYING THE EFFECTS AND IMPORTANCE OF THESE FACTORS IN THE FINAL RESPONSE OF THE PILE (I.E. ULTIMATE FORCES AND DISPLACEMENTS) CAN HELP DESIGN ENGINEERS IN OPTIMIZATION OF THEIR DESIGNS. GIVEN THE IMPORTANCE OF THE SUBJECT AND THE POSSIBILITY OF USING NUMERICAL METHODS AND COMPUTER TECHNOLOGY TO EVALUATE THE BEHAVIOR OF PILES, THIS RESEARCH ATTEMPTS TO USE FINITE DIFFERENCE NUMERICAL METHOD AND CASE STUDY OF SINGLE PILES TO ANALYZE THEIR BEHAVIOR UNDER LATERAL LOADS AND DETERMINE THE EFFECTS OF DIFFERENT FACTORS IN THEIR RESPONSE. THE SOFTWARE USED IN THIS STUDY IS FLAC 3D VERSION 3.00-261.

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APA: Copy

Ahmadi, Mohammad Mehdi, & Bedayat, Houman. (2010). NUMERICAL METHOD STUDY OF SINGLE PILE BEHAVIOR UNDER LATERAL LOADS IN SATURATED CLAY SOIL USING FLAC 3D. INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS). SID. https://sid.ir/paper/907495/en

Vancouver: Copy

Ahmadi Mohammad Mehdi, Bedayat Houman. NUMERICAL METHOD STUDY OF SINGLE PILE BEHAVIOR UNDER LATERAL LOADS IN SATURATED CLAY SOIL USING FLAC 3D. 2010. Available from: https://sid.ir/paper/907495/en

IEEE: Copy

Mohammad Mehdi Ahmadi, and Houman Bedayat, “NUMERICAL METHOD STUDY OF SINGLE PILE BEHAVIOR UNDER LATERAL LOADS IN SATURATED CLAY SOIL USING FLAC 3D,” presented at the INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS). 2010, [Online]. Available: https://sid.ir/paper/907495/en

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