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Assessing Failure Envelopes of Soil–Fly Ash–Lime Blends
Publisher: American Society of Civil Engineers
Abstract: This study aims to establish the influence of curing time and the amount of lime and porosity in the assessment of the Mohr-Coulomb failure envelope of fly ash–lime-treated soils based on unconfined compressive strength (
Porosity-Cement Ratio Controlling Strength of Artificially Cemented Clays
Publisher: American Society of Civil Engineers
Abstract: There exists an effort to develop dosage methodologies for cement improved soils based on a rational criterion, as in concrete technology, in which the water to cement ratio plays an essential role in strength determination. ...