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Settlement Analysis of Composite Ground Improved by CFG Piles under Road Embankment
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TU473.1

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    Abstract:

    This paper analyzes the deformation mechanism of CFG pile composite ground under road embankment. Based on the assumed settlement model and the distribution of friction of pile, a method for settlement calculation of the interaction of pile-soil-cushion is deduced. A trial case shows that the predictions given by the derived formulas agree well with field measurements.

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  • Received:September 21,2004
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