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- W2598380866 abstract "The aim of this study is to investigate the improvement in load carrying capacity and reduction in the settlement beneath isolated footings when reinforcement materials are included within the loose sand. To implement this objective, a small model of footing on loose sand reinforced by aluminium foils strips was used. The test results showed that the inclusion of reinforcement can significantly improve the load carrying capacity of soil and reduce the footing settlement. Increasing the number of reinforcement layers, decreasing the spacing from first layer of reinforcement to bottom of footing, decreasing spacing between reinforcement layers and increasing the width of reinforcement, contribute to improvement of the load carrying capacity of soil and reduction in the settlement of the footing. The results have indicated that the reinforced soil technique is generally, effective in improving the strength of soils beneath isolated footings ." @default.
- W2598380866 created "2017-04-07" @default.
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- W2598380866 date "2016-04-18" @default.
- W2598380866 modified "2023-09-25" @default.
- W2598380866 title "Improving Load Carrying Capacity of Loose Sand under Isolated Footings, Using Soil Reinforcement Technique" @default.
- W2598380866 hasPublicationYear "2016" @default.
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