Parametric Study of the Stabilization of Sloped Surfaces Bedding with Geotextiles

Hamed Zamenian

Parametric Study of the Stabilization of Sloped Surfaces Bedding with Geotextiles

Hamed Zamenian * §

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§ 8 Mazandaran Industrial High-Education Institute, Iran

Parametric Study of the Stabilization of Sloped Surfaces Bedding with Geotextiles

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Abstract

One of the most important applications of geotextiles is as a reinforcement to increase the stability and strength in soil slopes as well as to stabilize slopes which would be unstable without reinforcement. This paper presents the results of a parametric study which investigated the effects of various factors, such as the number of reinforcement layers and a dike’s slope angle, on the dike’s safety factor. Using PLAXIS software and the finite element method, the maximum final displacement, maximum horizontal displacement, maximum vertical displacement, and maximum shear strain which are created in a dike were examined. The results show that as the number of reinforcement layers was increased, the dike’s safety factor increased and the maximum final displacement, maximum horizontal displacement, maximum vertical displacement and maximum shear strain created in the dike decreased. Furthermore, as the dike’s slope angle increased, the safety factor of the dike’s stability decreased and the maximum final displacement, maximum horizontal displacement, maximum vertical displacement, and maximum shear strain created in the dike increased.

References

11 Cites in Article

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Funding

No external funding was declared for this work.

Conflict of Interest

The authors declare no conflict of interest.

Ethical Approval

No ethics committee approval was required for this article type.

Data Availability

Not applicable for this article.

How to Cite This Article

Hamed Zamenian. 2018. "Parametric Study of the Stabilization of Sloped Surfaces Bedding with Geotextiles". Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 17 (GJRE Volume 17 Issue E4).

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GJRE Volume 17 Issue E4

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Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

Keywords

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Classification

GJRE-E Classification FOR Code: 290804

Submission ReceivedDecember 14, 2016
Peer Review Double Blind
Handling Editor
Accepted January 3, 2017
Published January 15, 2017

Version of record

v1.2

Issue date

January 19, 2018

Language

English

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Article Matrices

Total Score: 83

Country: Iran

Subject: Global Journal of Research in Engineering - E: Civil & Structural

Authors: Hamed Zamenian, Hamid Fathi Shoob, Amin Nooralizadeh (PhD/Dr. count: 0)

View Count (all-time): 476

Total Views (Real + Logic): 1109

Total Downloads (simulated): 49

Publish Date: 2017 01, Sun

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Total Views: 1.1K

Total Downloads: 49

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