A critical review on the performance of column improved ground under shear and seismic loading

A critical review on the performance of column improved ground under shear and seismic loading

Authors: Rashma R.S.V, Jayalekshmi B.R, Shivashankar R.
Journal:  Emirati Journal of Civil Engineering and Applications
Volume: Vol 3 Issue 1
Keywords: stone column, shear strength, seismic resistance, lateral spreading, modified stone columns, pervious concrete columns, liquefaction


Abstract

This paper reviews the performance of conventional stone column improved ground under static shear conditions and seismic loading. The limitations of stone columns in resisting lateral spreading due to shear movements and ground motions are detailed from extensive literature review. Suggestions for improving the shear resistance of improved ground with alternatives to stone column are incorporated. The better performance of pervious concrete column as an alternative to stone column under static shear and seismic loading is also briefed.

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