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Study on a New Foundation Stiffness Calculation Model
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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Pages:
1258-1261
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Online since:
May 2012
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Сopyright:
© 2012 Trans Tech Publications Ltd. All Rights Reserved
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