Reinforced Earth Wall - A Case Study

P Sri AsrithaM-Tech Student, Department of Civil Engineering, Sri Venkateswara University College of Engineering, Tirupati, IndiaK Mallikarjuna RaoProfessor and Dean of Faculty Members, Department of Civil, Sri Venkateswara University College of Engineering, Tirupati, India

Vol 10 No 5 (2026): Volume 10, Issue 5, May 2026 | Pages: 254-259

International Research Journal of Innovations in Engineering and Technology

OPEN ACCESS | Research Article | Published Date: 13-05-2026

doi Logo doi.org/10.47001/IRJIET/2026.105035

Abstract

Reinforced soil is a composite construction material formed by combining soil and reinforcement. This material possesses high compressive and tensile strength similar, in principle, to the reinforcement cement concrete. It can be obtained by either incorporating continuous reinforcement inclusions (for example: strip, bar, sheet, mat or net) within a soil mass in a definite pattern or mixing discrete fibers randomly with a soil fill before placement. The term ‘Reinforced Earth Wall’. Geosynthetics are widely used as structural reinforcement in steep slopes, retaining walls, embankments over soft ground and road base reinforcement. The application of geosynthetics in civil engineering has been more than 40 years. Since then, it has been widely used in civil engineering practices.

Keywords

Soil reinforcement, Reinforced Earth Wall, Tensile Strength, Geosynthetics, Reinforcement, Retaining Walls


Citation of this Article

P Sri Asritha, & K Mallikarjuna Rao. (2026). Reinforced Earth Wall - A Case Study. International Research Journal of Innovations in Engineering and Technology - IRJIET, 10(5), 254-259. Article DOI https://doi.org/10.47001/IRJIET/2026.105035

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