Experimental and Numerical Investigation of Reinforced Sand Slope Using Geogird Encased Stone Column

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.

HAJIAZIZI M.; NASIRI M.

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

Journal Paper

Paper Information

Journal: Civil Engineering Infrastructures Journal Year:2019 | Volume:52 | Issue:1 Page(s): 85-100

Download Full-Text

View:

193

Download:

103

Cites:

Information Journal Paper

Title

Experimental and Numerical Investigation of Reinforced Sand Slope Using Geogird Encased Stone Column

Author(s)

HAJIAZIZI M. | NASIRI M. | Issue Writer Certificate

Keywords

Geogrid Encasement

Sand Slope

Stabilization

Stone Column

Abstract

Among all of the slope stability methods, use of Stone Columns and geosynthetic elements can be a good way for stabilizing. One of the efficient ways in order to reinforce earth slopes is Geogrid Encased Stone Column (GESC). This technique can dramatically increase bearing capacity and decrease settlement rate. The aim of this paper is experimentally to investigate a comparison between the behavior of Ordinary Stone Column (OSC) and GESC for reinforcing of Sand Slopes. The slope was constructed using raining technique and reinforced using GESC. The slope saturated through precipitation and loading procedure applied. The obtained results compared and verified with 3D Finite Difference Method (3DFDM). Both experimental and numerical analyses indicated that location of GESC in middle of the slope increases the bearing capacity of slope crown 2. 17 times than OSC.

Cites

No record.

References

No record.

Cite

APA: Copy

HAJIAZIZI, M., & NASIRI, M.. (2019). Experimental and Numerical Investigation of Reinforced Sand Slope Using Geogird Encased Stone Column. CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING), 52(1), 85-100. SID. https://sid.ir/paper/726789/en

Vancouver: Copy

HAJIAZIZI M., NASIRI M.. Experimental and Numerical Investigation of Reinforced Sand Slope Using Geogird Encased Stone Column. CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING)[Internet]. 2019;52(1):85-100. Available from: https://sid.ir/paper/726789/en

IEEE: Copy

M. HAJIAZIZI, and M. NASIRI, “Experimental and Numerical Investigation of Reinforced Sand Slope Using Geogird Encased Stone Column,” CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING), vol. 52, no. 1, pp. 85–100, 2019, [Online]. Available: https://sid.ir/paper/726789/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops