Estimation of bearing capacity and settlement of shell foundations on tamped beds

被引:0
|
作者
B. V. Goncharov
O. V. Galimnurova
N. B. Gareeva
A. V. Bashlykov
机构
[1] Ufa State Technical Petroleum University,
关键词
Bearing Capacity; Clayey Soil; Computational Formula; Compact Zone; Conical Recess;
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暂无
中图分类号
学科分类号
摘要
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.
引用
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页码:62 / 66
页数:4
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