E ects of the  rst reinforcement depth on di erent types of geosynthetics

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.

CICEK E.; Guler e.; Yetimoglu t.

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

Journal Paper

Paper Information

Journal: Scientia Iranica Year:2019 | Volume:26 | Issue:1 (Transactions A: Civil Engineering) Page(s): 167-177

Download Full-Text

View:

239

Download:

191

Cites:

Information Journal Paper

Title

E ects of the rst reinforcement depth on di erent types of geosynthetics

Author(s)

CICEK E. | Guler e. | Yetimoglu t. | Issue Writer Certificate

Keywords

First reinforcement depth

Settlement

Reinforcement

Sand soil

Geosynthetic

Plate load test

Abstract

This study investigates the performance of the rst Reinforcement layer depth for sand subbase of a road or construction by plate load laboratory tests. Unreinforced and reinforced experiments on di erent Reinforcement types were made by changing depth ratio of the rst Reinforcement layer. One type of geotextile and two di erent geogrid specimens were used in the research. 'Load-Settlement curves' and 'Bearing Ratios' were studied by measuring the results of di erent Settlement ratios. Finally, laboratory measurements of unreinforced and reinforced soils using geotextile Reinforcement were compared with Finite-Element Model (FEM) analyses modeled in similar conditions. The results demonstrated the e ects of di erent types of Reinforcements for di erent rst Reinforcement layer locations. The number of Reinforcement layers was another parameter that a ected the bearing ratio along with the rst Reinforcement layer depths. It was also observed that the bearing ratio (BR) and load-Settlement behavior changed signi cantly with the rst Reinforcement depth and Settlements. E ects on failure modes for unreinforced and reinforced Sand soils were compared for each test.

Multimedia

No record.

Cites

No record.

References

No record.

Cite

APA: Copy

CICEK, E., Guler, e., & Yetimoglu, t.. (2019). E ects of the rst reinforcement depth on di erent types of geosynthetics. SCIENTIA IRANICA, 26(1 (Transactions A: Civil Engineering)), 167-177. SID. https://sid.ir/paper/290639/en

Vancouver: Copy

CICEK E., Guler e., Yetimoglu t.. E ects of the rst reinforcement depth on di erent types of geosynthetics. SCIENTIA IRANICA[Internet]. 2019;26(1 (Transactions A: Civil Engineering)):167-177. Available from: https://sid.ir/paper/290639/en

IEEE: Copy

E. CICEK, e. Guler, and t. Yetimoglu, “E ects of the rst reinforcement depth on di erent types of geosynthetics,” SCIENTIA IRANICA, vol. 26, no. 1 (Transactions A: Civil Engineering), pp. 167–177, 2019, [Online]. Available: https://sid.ir/paper/290639/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops