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Proceedings of the 18
th
International Conference on Soil Mechanics and Geotechnical Engineering, Paris 2013
6. The results show the need for additional research to collect
and systematize data and new amendments to generally
accepted formula in the building codes for determining the
foundation settlements with creep. The amendments to the basic
calculation formulae may bring the theoretically derived results
to more practical values on the depth of the main distribution of
compressive stresses, settlement values and the intensity of
creep.
1
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