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Experimental testing of a full scale of group efficiency in multiple soil layers

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This paper presents in situ tests which were performed on both single piles and pile groups, loaded to failure, with the aim of studying the pile group effect of piles embedded in multi-layered foundation. Strain gauges were installed along the shaft of 10 m long steel pipe piles, with a diameter of 143 mm. The influence of loose sand layers on the group effect in case of friction piles was evaluated. The experimental results indicated that the influence of sand layers was evident, and the group factor was calculated to be 1.237. | Experimental testing of a full scale of group efficiency in multiple soil layers

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Experimental testing of a full scale of group efficiency in multiple soil layers
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