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Study on the Performance of Square Footing Resting on Reinforced Sand Beds under Repeated Loading

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  • H.C.Muddaraju

    (Assistant Professor, Civil Engineering Department, UVCE, Bangalore, Karnataka, India)

  • Avinash.N

    (Avinash.N Research Scholar, Civil Engineering Department, UVCE, Bangalore, Karnataka, India)

  • Mashyala Sharanamm

    (Post graduate student, Civil Engineering Department, UVCE, Bangalore, Karnataka, India)

Abstract

Various soil improvement techniques have been used to enhance the engineering properties of soil. One of the improvement techniques is soil reinforcement. This concept was widely used in the geotechnical field. In the present investigation plain-geogrid and geogrid-PVC pipe was used as reinforcement material to improve the load settlement characteristics of the square footing. And comparison was made between the 2D geogrid and 3D geogrid to investigate the effectiveness of inclusion of plain geogrid (2D geogrid) and geogrid-pipe (3D geogrid) on the improvement in the load settlement characteristics of sand bed under repeated loading.

Suggested Citation

  • H.C.Muddaraju & Avinash.N & Mashyala Sharanamm, 2018. "Study on the Performance of Square Footing Resting on Reinforced Sand Beds under Repeated Loading," International Journal of Research and Scientific Innovation, International Journal of Research and Scientific Innovation (IJRSI), vol. 5(10), pages 93-97, October.
    • Handle: RePEc:bjc:journl:v:05:y:2018:i:10:p:93-97
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