MODELING OF BEARING CAPACITY OF PILES IN CLAYS.

被引：0

作者：

Fedorov, V.I. ^{[1
]}

机构：

[1] Dal'NIIS Inst, Dal'NIIS Inst

来源：

Soil Mechanics and Foundation Engineering | 1987年 / 24卷 / 03期

关键词：

CLAY - Load Testing - FOUNDATIONS - Bearing Capacity;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

To determine the bearing capacity of piles, in the modern construction practice wide use is made of soil testing methods by means of standard piles and probes 36-150 mm in diameter, that is, pile models of a different scale. At the Dal'NIIS Institute, investigations have been carried out to established the relation between the limit strengths of pile models having different scales. The investigation of such models in clays, which is connected with certain difficulties, has been carried out in the USSR for the first time. The results obtained make it possible to substantiate the general laws of modeling of the bearing capacity of piles having any shapes.

引用

页码：101 / 104

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