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,
来源：
Soil Mechanics and Foundation Engineering | 2011年 / 48卷
关键词：
Bearing Capacity; Clayey Soil; Computational Formula; Compact Zone; Conical Recess;
D O I：
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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