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

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

ASGARI F.; FARZANEH O.

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

Journal Paper

Paper Information

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

Download Full-Text

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

Persian Verion

View:

817

Download:

Cites:

Information Journal Paper

Title

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

Author(s)

ASGARI F. | FARZANEH O. | Issue Writer Certificate

Keywords

Not Registered.

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.

Cites

No record.

References

No record.

Cite

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

Related Journal Papers