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Reseach Article

Numerical Analysis of the Effects of Soil Nail on Slope Stability

by Md. Akhtar Hossain, Ashraful Islam
International Journal of Computer Applications
Foundation of Computer Science (FCS), NY, USA
Volume 141 - Number 8
Year of Publication: 2016
Authors: Md. Akhtar Hossain, Ashraful Islam
10.5120/ijca2016908816

Md. Akhtar Hossain, Ashraful Islam . Numerical Analysis of the Effects of Soil Nail on Slope Stability. International Journal of Computer Applications. 141, 8 ( May 2016), 12-15. DOI=10.5120/ijca2016908816

@article{ 10.5120/ijca2016908816,
author = { Md. Akhtar Hossain, Ashraful Islam },
title = { Numerical Analysis of the Effects of Soil Nail on Slope Stability },
journal = { International Journal of Computer Applications },
issue_date = { May 2016 },
volume = { 141 },
number = { 8 },
month = { May },
year = { 2016 },
issn = { 0975-8887 },
pages = { 12-15 },
numpages = {9},
url = { https://ijcaonline.org/archives/volume141/number8/24803-2016908816/ },
doi = { 10.5120/ijca2016908816 },
publisher = {Foundation of Computer Science (FCS), NY, USA},
address = {New York, USA}
}
%0 Journal Article
%1 2024-02-06T23:42:54.935450+05:30
%A Md. Akhtar Hossain
%A Ashraful Islam
%T Numerical Analysis of the Effects of Soil Nail on Slope Stability
%J International Journal of Computer Applications
%@ 0975-8887
%V 141
%N 8
%P 12-15
%D 2016
%I Foundation of Computer Science (FCS), NY, USA
Abstract

Soil nailing is one of the good techniques for the improvement of natural and artificial slope. By the application of soil nails the stability can be increased of an unstable slope. The appropriate position of reinforcement can give the ultimate result, and it will be solution of reducing cost. In this paper, an attempt has been made to show the stability of a reinforced dry slope at different nail angles with horizontal axis, and determine the optimum nail inclination to get maximum factor of safety. The analysis was based on numerical analysis by using SLOPE/W (Geo-slope 2007). The factor of safety has been determined using the limit equilibrium (LE) method within the Morganstern-Price method along with Mohr-Coulomb expression. The results show that the factor of safety (FOS) of slope increases with the application of soil nail. The results also show that with the increase of inclination the factor of safety of the slope increases, but after reaching the maximum value further increases of inclination it decreases. The optimum angle of nail was found at 30ο with the horizontal.

References
  1. Rouaiguia, A. and Dahim, M. A. 2013. Numerical Modeling of Slope Stability Analysis. International Journal of Engineering Science and Innovative Technology. 2(3), 533-542.
  2. Chin, T. C. 2005. Application of soil nailing as a protection and reinforcement for slope stabilization. Fakulti Kejuruteraan Awam University Teknologi Malaysia. 27-35.
  3. Ghosh, P. and Biswas, a. 2012. Effect of Reinforcement on Stability of Slope using GEOSLOPE. Intenational Conference on Benchmarks in Engineering Science and Technology ICBEST 2012. Proceeding published by International Journal of Computer Applications (IJCA).29-32.
  4. Sakia, R., Deka, P., Kalita, S. R. nad Dey, A. 2014. Analysis and behavior of hill slopes and their stabilization measures. Proceedings of Indian Geotechnical Coonfernces IGC-2014.2183-2190.
  5. SLOPE/W. An Engineering Methodology. Geo-Slope. International, Calgary, Canada, 2007.
Index Terms

Computer Science
Information Sciences

Keywords

Slope stability Factor of safety Soil nail Numerical Analysis Limit Equilibrium Method.