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Paper Details

Paper Title
Evaluation of Pull out Behavior of Plane and Deformed Steel Bars in Tire Shred –Sand Mixture using Large Scale Embankment
The primary aim of this research is to evaluate Pullout capacity of Deformed and Plane steel bars embedded in tire shred sand mixture. Metallic (strip and grids) and Geo-synthetics are commonly used as reinforcement in mechanically stabilized earth this research locally available Steel bars are used. Tire shreds sand mixture is used as backfill materials. Pullout resistance is one of the major causes of failure in MSE walls. Pullout resistance depends upon interaction between reinforcement and backfill Materials. By pullout tests we can determine the pullout resistance. Large scale test embankment was constructed at UET laboratory. large scale test embankment has 4ft x 3ft x 5ft dimensions. The wall of test facility was made of steel. Three sides of the test facility were welded to each other. The facing is made of steel plate and is removable. Pullout tests are performed on deformed and Plane steel bars at varying normal Pressure. Normal load is applied through hydraulic jack #4 and #6 dia of Bars of both plane and deformed steel are used. Pullout load is applied through horizontally placed hydraulic jack. The pullout load is measured by the load cell attached to the hydraulic jack. The pullout resistance increases with increase in normal load.
Pullout, MSE Wall, Deformed Steel bars, Tire shreds, Large scale
Others Details
Paper Id : 65602
Volume/Issue No : Volume 07 Issue 07
Page No : 105-116
DOI Number : DOI:10.21090/IJAERD.65602
License : This work is licensed under a Creative Commons Attribution 4.0 International License.
website :
Impact Factor : 5.71, SJIF-2017
ISSN Details : eISSN: 2348-4470, pISSN:2348-6406