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A rigorous analysis of soil database was performed to model the S u — q c relationship taking into account the effects of plasticity index and overconsolidation ratio soil parameters. Foundations Settlement Total and differential settlement criteria Imposed stress distribution below foundations Settlements on clays and silty clays Settlements on sands and gravels The are three components making up the final settlement quantity:. Proceedings International Conference on insitu measurement of soil properties and case histories, , Indonesia, pp — Google Scholar.

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