Experimental and FDM Study on Geogrid Soil Interaction by Reformed Direct Shear Test Apparatus

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.

Namaei A.; ARJOMAND M.A.; Aminaee A.

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

Journal Paper

Paper Information

Journal: JOURNAL OF REHABILITATION IN CIVIL ENGINEERING Year:2019 | Volume:7 | Issue:4 Page(s): 72-87

Download Full-Text

View:

151

Download:

Cites:

Information Journal Paper

Title

Experimental and FDM Study on Geogrid Soil Interaction by Reformed Direct Shear Test Apparatus

Author(s)

Namaei A. | ARJOMAND M.A. | Aminaee A. | Issue Writer Certificate

Keywords

Geogrid

Interaction

Tensile Strength

Pullout Resistance

Abstract

This paper presents the effect of Geogrid Tensile Strength by calculating the Pullout Resistance and the Geogrid-soil Interaction mechanism. In order to investigate this interface, a series of pullout tests have been conducted by a large scale reformed direct shear test apparatus in the both cohesive and granular soils. In numerical, the finite difference software FLAC3D has been carried out on experimental tests and the results are compared with findings from laboratory tests and to complete investigation results. The results show Tensile Strength of Geogrids has an important role in the interface behavior. The effect of the soil type also is discussed. The obtained results show that the Geogrids with low Tensile Strength have higher Pullout Resistance in the low normal stress on the surface, this effect reversed as the normal applied stress is increased. Numerical analysis only estimates the pullout strength with good agreement in the high normal stresses. Furthermore, it is found that the effective particle size of soil is close to the Geogrid thickness by comparing two sands with different grain size.

Multimedia

No record.

Cites

No record.

References

No record.

Cite

APA: Copy

Namaei, A., ARJOMAND, M.A., & Aminaee, A.. (2019). Experimental and FDM Study on Geogrid Soil Interaction by Reformed Direct Shear Test Apparatus. JOURNAL OF REHABILITATION IN CIVIL ENGINEERING, 7(4), 72-87. SID. https://sid.ir/paper/340014/en

Vancouver: Copy

Namaei A., ARJOMAND M.A., Aminaee A.. Experimental and FDM Study on Geogrid Soil Interaction by Reformed Direct Shear Test Apparatus. JOURNAL OF REHABILITATION IN CIVIL ENGINEERING[Internet]. 2019;7(4):72-87. Available from: https://sid.ir/paper/340014/en

IEEE: Copy

A. Namaei, M.A. ARJOMAND, and A. Aminaee, “Experimental and FDM Study on Geogrid Soil Interaction by Reformed Direct Shear Test Apparatus,” JOURNAL OF REHABILITATION IN CIVIL ENGINEERING, vol. 7, no. 4, pp. 72–87, 2019, [Online]. Available: https://sid.ir/paper/340014/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops