Abstract
A method is proposed for the installation of a shell foundation on a bed formed from a compacted soil “pillar,” which repeats the internal shape of the shell, and which can be formed by a special conical die. Results are cited for full-scale tests under field conditions, and an approximate method is proposed for estimation of the bearing capacity of the soil bed from static-probe data.
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Goncharov, B.V., Rybakov, A.V. Shell Foundations on Tamped Soil Beds. Soil Mechanics and Foundation Engineering 38, 167–171 (2001). https://doi.org/10.1023/A:1013735729602
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DOI: https://doi.org/10.1023/A:1013735729602