THREE DIMENSIONAL SLOPE STABILITY ANALYSIS BASED ON THE UPPER-BOUND LIMIT ANALYSIS

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ASGARI F.; FARZANEH O.

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Journal: Year:2002 | Volume:36 | Issue:3 (77) Page(s): 371-381

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Title

THREE DIMENSIONAL SLOPE STABILITY ANALYSIS BASED ON THE UPPER-BOUND LIMIT ANALYSIS

Author(s)

ASGARI F. | FARZANEH O. | Issue Writer Certificate

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Abstract

A three dimensional slope stability analysis based on the upper-bound technique of limit analysis is presented. A transitional rigid block collapse mechanism and an admissible velocity field are considered, and energy dissipation taking place along planar velocity discontinuities together with the work done by external forces are calculated. The minimum upper-bound solution is determined by optimizing the shape of the blocks. The software prepared on this basis can be used to calculate the safety factor in slope stability problems as well as the bearing capacity of shallow foundations near slopes in three dimensional situations.

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APA: Copy

ASGARI, F., & FARZANEH, O.. (2002). THREE DIMENSIONAL SLOPE STABILITY ANALYSIS BASED ON THE UPPER-BOUND LIMIT ANALYSIS. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TEHRAN), 36(3 (77)), 371-381. SID. https://sid.ir/paper/14001/en

Vancouver: Copy

ASGARI F., FARZANEH O.. THREE DIMENSIONAL SLOPE STABILITY ANALYSIS BASED ON THE UPPER-BOUND LIMIT ANALYSIS. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TEHRAN)[Internet]. 2002;36(3 (77)):371-381. Available from: https://sid.ir/paper/14001/en

IEEE: Copy

F. ASGARI, and O. FARZANEH, “THREE DIMENSIONAL SLOPE STABILITY ANALYSIS BASED ON THE UPPER-BOUND LIMIT ANALYSIS,” JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TEHRAN), vol. 36, no. 3 (77), pp. 371–381, 2002, [Online]. Available: https://sid.ir/paper/14001/en

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