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    Geotechnical Performance of Encapsulated and Stabilized Stone Columns in a Collapsible Soil 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 006:;page 04022057
    Author(s): Tahar Ayadat
    Publisher: ASCE
    Abstract: Recent investigations have opened the prospect of using stone columns in collapsible soils through the use of geofabric encapsulation. However, the effectiveness of this type of ground improvement in such soils is still ...
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    Mode of Failure of a Group of Stone Columns in Soft Soil 

    Source: International Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 001
    Author(s): A. M.; Hanna; Etezad; Ayadat
    Publisher: American Society of Civil Engineers
    Abstract: The design of stone columns is currently based on theories developed for a single column, ignoring the group interaction and therefore the group efficiency. Whereas single stone columns mainly fail by bulging, a group of ...
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    Bearing Capacity of a Group of Stone Columns in Soft Soil 

    Source: International Journal of Geomechanics:;2015:;Volume ( 015 ):;issue: 002
    Author(s): Etezad; A. M.; Hanna; Ayadat
    Publisher: American Society of Civil Engineers
    Abstract: Installation of stone column is a viable, cost effective, and environmentally friendly ground-improvement technique. Columns are made of compacted aggregate and are installed in weak soil as reinforcements to increase the ...
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    Discussion of “Behavior of Stone Columns Based on Experimental and FEM Analysis” by A. P. Ambily and Shailesh R. Gandhi 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 009
    Author(s): M. Etezad; A. Hanna; T. Ayadat
    Publisher: American Society of Civil Engineers
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