Calculation of proportional limit load for soft clay foundation involving the effect of dry crust
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Graphical Abstract
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Abstract
With the help of the theory of soil mechanics and principle of superposition, the analysis is conducted deeply in the effect of dry crust on soft clay foundation, and the proportional limit load formula of soft clay foundation involving the effect of dry crust is derived. The paper also puts forward the maximum limit of the result calculated by the formula, which will ensure the reliability of the formula applied.
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