Open Access

Year : 2025 | Volume :13 | Special Issue : 01 | Page : 452-458

Niranjan Singh,

Ashish Gupta,

Research Scholar, Department of Civil Engineering, Bundelkhand Institute of Engineering and Technology Jhansi, Uttar Pradesh, India
Associate Professor, Department of Civil Engineering, Bundelkhand Institute of Engineering and Technology Jhansi, Uttar Pradesh, India

Abstract

Due to failure of reinforced soil wall in various country the various risk factor are associated to these failure. In the present pseudo-static analysis some risk factor analysis have been done by considering the seismic waves with uniform surcharge and also consider surcharge’s inertial behavior at risk factor of horizontal and vertical coefficients of accelerations at kh = 0.24, 0.36 and kv = 0.12, 0.18 taking into account. The earlier studies mostly utilized the normalised tensile reinforcing force for reinforced soil walls’ seismic stability backfilled with cohesive soil employing some demanding methods taking into account the pseudo-static seismic forces. Reinforced soil wall are chemically composed with reinforcement and concrete of appropriate grade. Reinforcement type soil wall are Hybrid Composite Material structure.

Keywords: Risk assessment, Reinforced soil wall, Seismic waves, Uniform surcharge, Hybrid Composite Materials.

[This article belongs to Special Issue under section in Journal of Polymer and Composites (jopc)]

aWQ6MTg4MjI1fGZpbGVuYW1lOjk4MGQwYjdjLWZpLXBuZy53ZWJwfHNpemU6dGh1bWJuYWls

How to cite this article:
Niranjan Singh, Ashish Gupta. Simplified Solution to Analysis Risk Assessment of Reinforcement type Soil Wall Considering Seismic Waves with Uniform Surcharge. Journal of Polymer and Composites. 2024; 13(01):452-458.

How to cite this URL:
Niranjan Singh, Ashish Gupta. Simplified Solution to Analysis Risk Assessment of Reinforcement type Soil Wall Considering Seismic Waves with Uniform Surcharge. Journal of Polymer and Composites. 2024; 13(01):452-458. Available from: https://journals.stmjournals.com/jopc/article=2024/view=188238

Full Text PDF

Browse Figures

References

Gupta A, Sawant VA. Simplified solution to analyse seismic stability of reinforced soil wall. International journal of geotechnical engineering. 2018 Dec 25.
Chandaluri VK, Sawant VA, Shukla SK. Seismic stability analysis of reinforced soil wall using horizontal slice method. International Journal of Geosynthetics and Ground Engineering. 2015 Sep;1:1-0.
Ahmadabadi M, Ghanbari A. New procedure for active earth pressure calculation in retaining walls with reinforced cohesive-frictional backfill. Geotextiles and Geomembranes. 2009 Dec 1;27(6):456-63.
Guler E, Hamderi M, Demirkan MM. Numerical analysis of reinforced soil-retaining wall structures with cohesive and granular backfills. Geosynthetics International. 2007 Dec;14(6):330-45.
Ling HI, Leshchinsky D, Perry EB. Seismic design and performance of geosynthetic-reinforced soil structures. Geotechnique. 1997 Oct;47(5):933-52.
Nouri H, Fakher A, Jones CJ. Development of horizontal slice method for seismic stability analysis of reinforced slopes and walls. Geotextiles and Geomembranes. 2006 Jun 1;24(3):175-87.
Deepankar C, Nimbalkar SS. Pseudo-dynamic approach of seismic active earth pressure behind retaining wall. Geotechnical and Geological Engineering. 2006 Oct 1;24(5).
Rowe RK, Soderman KL. An approximate method for estimating the stability of geotextile-reinforced embankments. Canadian Geotechnical Journal. 1985 Aug 1;22(3):392-8.
Basha BM, Basudhar PK. Pseudo static seismic stability analysis of reinforced soil structures. Geotechnical and Geological Engineering. 2010 Nov;28:745-62.
Ghosh S, Prasad Sharma R. Seismic active earth pressure on the back of battered retaining wall supporting inclined backfill. International Journal of Geomechanics. 2012 Feb 1;12(1):54-63.