A DYNAMIC METHOD OF EVALUATING THE BEARING CAPACITY OF FOUNDATIONS IN TAMPED PITS

B. V. Goncharov; O. V. Galimnurova; N. B. Gareeva

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A DYNAMIC METHOD OF EVALUATING THE BEARING CAPACITY OF FOUNDATIONS IN TAMPED PITS

机译：夯实基坑承载力的一种动态方法。

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摘要

A dynamic method is outlined for evaluating the bearing capacity of foundations in tamped pits. Results of investigations on an experimental construction site are discussed. Computational formulas are proposed for evaluation of the bearing capacity of foundations on the basis of data derived from tamping and static probing of soils.

机译：概述了一种动态方法，用于评估夯实坑中地基的承载力。讨论了在实验建筑工地上的调查结果。提出了基于夯实和静态土体探测数据的计算公式，用于评估地基的承载力。

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《Soil mechanics and foundation engineering》 |2009年第1期|13-16|共4页
作者
B. V. Goncharov; O. V. Galimnurova; N. B. Gareeva;
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作者单位

Ufa State Petroleum Technical University, Ufa, Russia;

Ufa State Petroleum Technical University, Ufa, Russia;

Ufa State Petroleum Technical University, Ufa, Russia;

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正文语种 eng
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A DYNAMIC METHOD OF EVALUATING THE BEARING CAPACITY OF FOUNDATIONS IN TAMPED PITS

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