Design of R.C.C. Retaining Wall and Reinforced Earth Wall for 6 Meter Height
Journal: International Journal of Trend in Scientific Research and Development (Vol.7, No. 3)Publication Date: 2023-06-01
Authors : Roshan Patel Hariram Sahu;
Page : 962-973
Keywords : stiff constructions; Retaining walls; reinforced concrete; self-supporting; vertical face; shear forces;
Abstract
Retaining walls, which are fundamentally stiff constructions and cannot allow considerable differential settlements unless they are based on deep foundations, were almost entirely composed of reinforced concrete for a long time. The price of reinforced concrete retaining walls grew quickly as the height of the soil to be retained and the subsurface conditions deteriorated. Compared to reinforced concrete walls, mechanically stabilised earth walls MSEW are more affordable soil retaining constructions that can withstand considerably greater settlements. The strength of the soil may be greatly increased by adding tensile reinforcing components inclusions , making the vertical face of the soil reinforcement system effectively self supporting. Very steep slopes and vertical walls can be built securely by using a facing system to stop soil raveling between the reinforcing sections. In some circumstances, the inclusions can endure bending due to shear forces, adding to the systems stability. Roshan Patel | Mr. Hariram Sahu "Design of R.C.C. Retaining Wall and Reinforced Earth Wall for 6 Meter Height" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-7 | Issue-3 , June 2023, URL: https://www.ijtsrd.com.com/papers/ijtsrd57526.pdf Paper URL: https://www.ijtsrd.com.com/engineering/civil-engineering/57526/design-of-rcc-retaining-wall-and-reinforced-earth-wall-for-6-meter-height/roshan-patel
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Last modified: 2023-08-01 21:42:18