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Although it is a regular duty of geotechnical engineers to evaluate how much shallow foundation settles in the granular soil, there is no wellapproved formula for this task. The intent of this research is to develop a formula that is adequately simple to be used in routine geotechnical engineering work but complete enough to address the behavior of granular soil associated with the settlement issue.

Intelligent Computing Based Formulas to Predict the Settlement of Shallow Foundations on Cohesionless Soils