Abstract
Basic concepts are proposed for physical bases of jet soil stabilization, and for conditions of equivalent and rational replacement. Relationships are given for determination of the radius of the soil-concrete column, and the volumes of settling soil and replacement grout, as well as the strength of the soil-concrete material. The conclusion that all processes of jet geotechnology submit to analysis, optimization, and refinement on the basis of engineering science is substantiated.
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Zege, S.O., Broid, I.I. Concept of Bases for Jet Soil Stabilization. Soil Mechanics and Foundation Engineering 41, 55–59 (2004). https://doi.org/10.1023/B:SMAF.0000030894.49832.b8
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DOI: https://doi.org/10.1023/B:SMAF.0000030894.49832.b8