Prediction of Bearing Capacity of Driven Piles in Semi-Rocky Soils

被引：1

作者：

Ponomarev, A. B. ^{[1
]}

Akbulyakova, E. N. ^{[1
]}

Ofrichter, Y. V. ^{[1
]}

机构：

[1] Perm Natl Res Polytech Univ, Dept Construct Prod & Geotech, Perm, Russia

来源：

SOIL MECHANICS AND FOUNDATION ENGINEERING | 2020年 / 57卷 / 02期

基金：

俄罗斯科学基金会;

关键词：

Sandstone; -; Piles;

D O I：

10.1007/s11204-020-09648-1

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

The article discusses the prediction of the bearing capacity of driven piles on argillite-like clays and sandstones of the Permian age. The methodology was developed and field tests of piles were performed; the aspects of the formation of the bearing capacity of piles are revealed; and recommendations are formulated for the design of foundations on bases composed of of argillite-like clays and sandstones. The results can serve as a reference for the preliminary assessment of the bearing capacity of driven piles embedded in semi-rocky soils without conducting expensive and time-consuming field trials.

引用

页码：133 / 138

页数：6

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