Bearing Capacity and Settlement Response of Ordinary and Geosynthetic Encased Granular Columns in Soft Clay Soils: Analysis and Design Charts

Author:

Jayarajan Jayapal,Karpurapu RajagopalORCID

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Reference57 articles.

1. IRC: 113-2013, Guidelines for the design and construction of Geosynthetic Reinforced Embankments on Soft Subsoils. Indian Roads Congress, Highway Research Board, New Delhi, India

2. IRC (1995) State of the art: High embankments on soft ground—Part B Ground Improvement. Edited and Published by Secretary, IRC Highway Research Board, New Delhi, pp 25–60

3. Aboshi H (1979) The compozer, a method to improve characteristics of soft clays by inclusion of large diameter sand columns. In: Proceedings of 1st international conference on soil reinforcement, vol 1, pp 211–216

4. Afshar JN, Ghazavi M (2014) Experimental studies on bearing capacity of geosynthetic reinforced stone columns. Arab J Sci Eng 39(3):1559–1571

5. Barksdale RD, Bachus RC (1983) Design and construction of stone columns. Report No. FHWA/RD-83/026, Federal Highway Administration Office of Engineering and Highway Operations Research and Development, Washington

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