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This thesis examines methods to reduce the expansion of expansive soils through chemical treatment with lime and the application of overloading. The goal is to find the minimum or optimal dose of lime needed for soil stabilization and the maximum load that reduces expansion, as well as different combinations of the two approaches. The development of this research concluded that for this particular expansive soil (high compressibility clay), a lime content of 6% without considering load reduces soil expansio

Author

Fermín Velasco

Language

ES