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A platform for research: civil engineering, architecture and urbanism
Shell Foundations on Tamped Soil Beds
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.
Shell Foundations on Tamped Soil Beds
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.
Shell Foundations on Tamped Soil Beds
Goncharov, B. V. (author) / Rybakov, A. V. (author)
2001
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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