BEARING CAPACITY OF SHALLOW FOUNDATION USING GEOGRID REINFORCED DOUBLE LAYERED SOIL
Since the last three decades, several studies have been conducted related to improvement in bearing capacity of pavements, embankments, and shallow foundations resting on geosynthetic reinforced soil. Most of the work has been carried out on single layer soil e.g., sand or clay layer only. Very few...
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| Format: | Others |
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OpenSIUC
2011
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| Online Access: | https://opensiuc.lib.siu.edu/theses/772 https://opensiuc.lib.siu.edu/cgi/viewcontent.cgi?article=1779&context=theses |