2D NUMERICAL MODELING OF SOIL BEHAVIOR UNDER DRAINED TRI-AXIAL LOADING WITH DISCRETE ELEMENT METHOD

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ROSHANKHAH SH.; SHAFIPOUR R.; SOROUSH A.

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

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Journal: Civil Engineering Infrastructures Journal Year:2011 | Volume:45 | Issue:1 Page(s): 1-8

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Title

2D NUMERICAL MODELING OF SOIL BEHAVIOR UNDER DRAINED TRI-AXIAL LOADING WITH DISCRETE ELEMENT METHOD

Author(s)

ROSHANKHAH SH. | SHAFIPOUR R. | SOROUSH A. | Issue Writer Certificate

Keywords

TRIAXIAL COMPRESSION TESTQ3

DRAINED CONDITIONSQ3

DISCRETE ELEMENT METHODQ3

TWO DIMENSIONAL MODELINGQ3

GRANULAR SOILSQ3

Abstract

The purpose of the present study is to evaluate mechanical {stress-strain and volumetric} behavior of granular materials considering their internal physical properties in particle scale. To this end, two-dimensional numerical modeling of drained compressive tri-axial test, using DISCRETE ELEMENT METHOD (DEM) was utilized. DEM-2D computer code was adopted for modeling these tests based on DISCRETE ELEMENT METHOD formulation. Drained biaxial numerical tests on specimens with different void ratios and confining pressures were carried out and the results are compared with the associated laboratory tests results reported in the literature.

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APA: Copy

ROSHANKHAH, SH., SHAFIPOUR, R., & SOROUSH, A.. (2011). 2D NUMERICAL MODELING OF SOIL BEHAVIOR UNDER DRAINED TRI-AXIAL LOADING WITH DISCRETE ELEMENT METHOD. CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING), 45(1), 1-8. SID. https://sid.ir/paper/166641/en

Vancouver: Copy

ROSHANKHAH SH., SHAFIPOUR R., SOROUSH A.. 2D NUMERICAL MODELING OF SOIL BEHAVIOR UNDER DRAINED TRI-AXIAL LOADING WITH DISCRETE ELEMENT METHOD. CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING)[Internet]. 2011;45(1):1-8. Available from: https://sid.ir/paper/166641/en

IEEE: Copy

SH. ROSHANKHAH, R. SHAFIPOUR, and A. SOROUSH, “2D NUMERICAL MODELING OF SOIL BEHAVIOR UNDER DRAINED TRI-AXIAL LOADING WITH DISCRETE ELEMENT METHOD,” CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING), vol. 45, no. 1, pp. 1–8, 2011, [Online]. Available: https://sid.ir/paper/166641/en

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