Study on a New Foundation Stiffness Calculation Model

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Abstract:

This paper combined the feature of Winkler foundation model and base model of limited compressible layer based on the layer-wise summation method, on condition that considering the feature of foundation soil, to derived from a newly foundation stiffness calculation model and to verify it.

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1258-1261

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May 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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