Horizontal and Vertical Slices Method, Compare and Evaluation of Exactitude of in Soil Slope Stability 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.

KHODAPARAST M.; KHASHEI M.; Momeni R.M.

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

Journal Paper

Paper Information

Journal: Ferdowsi Civil Engineering Year:2018 | Volume:31 | Issue:3 Page(s): 47-58

Download Full-Text

Persian Verion

View:

547

Download:

Cites:

Information Journal Paper

Title

Horizontal and Vertical Slices Method, Compare and Evaluation of Exactitude of in Soil Slope Stability Analysis

Author(s)

KHODAPARAST M. | KHASHEI M. | Momeni R.M. | Issue Writer Certificate

Keywords

Soil slopeQ1

Stability analysisQ2

Safety factor of stabilityQ1

Horizontal slices methodQ2

Vertical slices methodQ1

Evaluation of exactitudeQ1

Abstract

Soil slope Stability analysis, is one of the most important issues in the design of earth dams, roads, canals and levee. One of these methods is the limit equilibrium analysis with horizontal and Vertical slices method. To evaluate the results of horizontal and vertical slice method in the calculation of stability safety factor, at first Two formulations of each method selected, then stability Safety factor has been achieved with the use of these methods for several slopes. The exact amount of stability safety factor by using of the analytical method has been obtained then the accuracy of the each method and comparison of their results with each other is studied. Considering studies at this research, concludes that at generally Vertical slices method results exact and with a few confidence rand. Whereas Horizontal slices method results have a relationship with selected formulation. In cases where the soil is layered horizontal or issues with horizontal forces, Horizontal slices method provide greater ease of use. Finally, explained recommendations for using slice method.

Cites

No record.

References

No record.

Cite

APA: Copy

KHODAPARAST, M., KHASHEI, M., & Momeni, R.M.. (2018). Horizontal and Vertical Slices Method, Compare and Evaluation of Exactitude of in Soil Slope Stability Analysis. JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), 31(3 ), 47-58. SID. https://sid.ir/paper/195996/en

Vancouver: Copy

KHODAPARAST M., KHASHEI M., Momeni R.M.. Horizontal and Vertical Slices Method, Compare and Evaluation of Exactitude of in Soil Slope Stability Analysis. JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING)[Internet]. 2018;31(3 ):47-58. Available from: https://sid.ir/paper/195996/en

IEEE: Copy

M. KHODAPARAST, M. KHASHEI, and R.M. Momeni, “Horizontal and Vertical Slices Method, Compare and Evaluation of Exactitude of in Soil Slope Stability Analysis,” JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), vol. 31, no. 3 , pp. 47–58, 2018, [Online]. Available: https://sid.ir/paper/195996/en

Related Journal Papers