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

页码：62 / 66

页数：4

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