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- W2188032908 abstract "There have been lots of efforts to improve the use of fly ash in several ways. In this present study an attempt has been made for proper utilization of fly ash as an alternative backfill material in cellular reinforced retaining wall. Tests were carried out without and with three dimensional circular geocell mattress and strip geocell. The geocell is of height 10mm, diameter 70mm and thickness 0.4mm.The geocell is made up of used and waste plastic water bottles. The horizontal deformation of the back fill is measured under various strip load increments placed at the top of the backfill. The present study shows that the geocell reinforcement will be effective to improve the strength and to reduce the deformation of the backfill with respect to unreinforced retaining wall. The surcharge loads at failure for geocell mattress reinforced wall is greater compared to geocell strip reinforced wall. For a particular surcharge value, geocell mattress reinforced wall shows reduced panel displacement as compare to geocell strip reinforced wall. Finite element analysis is also carried out using PLAXIS 2D software to visualize the failure pattern, deformation, stress and strain of unreinforced and reinforced cellular reinforced soil wall. The results evaluated from the FEM analysis found a good agreement with experimental results." @default.
- W2188032908 created "2016-06-24" @default.
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- W2188032908 date "2011-01-01" @default.
- W2188032908 modified "2023-09-27" @default.
- W2188032908 title "CELLULAR REINFORCED FLY ASH RETAINING WALL - EXPERIMENTAL AND FINITE ELEMENT ANALYSIS" @default.
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