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Estimation of bearing capacity and settlement of shell foundations on tamped beds
A dynamic method of evaluating the bearing capacity of shell foundations on a tamped soil bed is examined. Results are presented for full-scale tests under field conditions. A computational formula is proposed for determination of the bearing capacity of a shell foundation based on residual and elastic refusal during tamping. A method is proposed for approximate estimation of expected settlement based on on-site cone penetration of the soil under in-situ conditions.
Estimation of bearing capacity and settlement of shell foundations on tamped beds
A dynamic method of evaluating the bearing capacity of shell foundations on a tamped soil bed is examined. Results are presented for full-scale tests under field conditions. A computational formula is proposed for determination of the bearing capacity of a shell foundation based on residual and elastic refusal during tamping. A method is proposed for approximate estimation of expected settlement based on on-site cone penetration of the soil under in-situ conditions.
Estimation of bearing capacity and settlement of shell foundations on tamped beds
Goncharov, B. V. (author) / Galimnurova, O. V. (author) / Gareeva, N. B. (author) / Bashlykov, A. V. (author)
2011
Article (Journal)
Electronic Resource
English
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
/
56.20$jIngenieurgeologie$jBodenmechanik
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