SOIL SLOPE STABILITY ANALYSIS BY FINITE ELEMENT

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MOULAEI F.

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Journal Paper

Paper Information

Journal: INTERNATIONAL JOURNAL OF INDUSTRIAL ENGINEERING AND PRODUCTION MANAGEMENT (IJIE) (INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE) Year:2004 | Volume:15 | Issue:2 Page(s): 0-0

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Title

SOIL SLOPE STABILITY ANALYSIS BY FINITE ELEMENT

Author(s)

MOULAEI F.

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Abstract

In the last 30 years, many studies have been done concerning the stability analysis of soil structures and determination of their deformations. Finite element method, is a powerful tool for investigation in this field. Elasto- perfectly-plastic constitutive law and associated flow rule, along with finite element method are utilized for calculating the safety factor of soil slopes. Several failure criteria have been presented. In this paper, nine failure criteria are used for stability analysis of soil structures. The results are compared with Bishop Method.

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APA: Copy

MOULAEI, F.. (2004). SOIL SLOPE STABILITY ANALYSIS BY FINITE ELEMENT. INTERNATIONAL JOURNAL OF INDUSTRIAL ENGINEERING AND PRODUCTION MANAGEMENT (IJIE) (INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE) (PERSIAN), 15(2), 0-0. SID. https://sid.ir/paper/556360/en

Vancouver: Copy

MOULAEI F.. SOIL SLOPE STABILITY ANALYSIS BY FINITE ELEMENT. INTERNATIONAL JOURNAL OF INDUSTRIAL ENGINEERING AND PRODUCTION MANAGEMENT (IJIE) (INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE) (PERSIAN)[Internet]. 2004;15(2):0-0. Available from: https://sid.ir/paper/556360/en

IEEE: Copy

F. MOULAEI, “SOIL SLOPE STABILITY ANALYSIS BY FINITE ELEMENT,” INTERNATIONAL JOURNAL OF INDUSTRIAL ENGINEERING AND PRODUCTION MANAGEMENT (IJIE) (INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE) (PERSIAN), vol. 15, no. 2, pp. 0–0, 2004, [Online]. Available: https://sid.ir/paper/556360/en

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