Calculation of Bored Piles in Rocky Soils Under the Action of Axial Compressive Load

IF 0.8 4区工程技术 Q4 ENGINEERING, GEOLOGICAL

Soil Mechanics and Foundation Engineering Pub Date : 2024-04-12 DOI:10.1007/s11204-024-09935-1

M. G. Zertsalov

引用次数: 0

Abstract

M. G. Zertsalov [1] carried out a brief review of methods used for calculating the bearing capacity of bored piles in rocky soils along the lateral surface under compressive loading. In this paper, the author sets out to review methods for calculating the bearing capacity of a pile based on the resistance of the rocky soil beneath the pile bottom end.

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岩土中受轴向压缩荷载作用的钻孔灌注桩计算

M.G. Zertsalov [1] 对用于计算岩土中钻孔灌注桩在抗压荷载作用下沿侧向承载力的方法进行了简要评述。在本文中，作者将回顾根据桩底端下方岩土的阻力计算桩承载力的方法。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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来源期刊

Soil Mechanics and Foundation Engineering ENGINEERING, GEOLOGICAL-

CiteScore

1.50

自引率

12.50%

发文量

审稿时长

6 months

期刊介绍： Soil Mechanics and Foundation Engineering provides the Western engineer with a look at Russian advances in heavy construction techniques. Detailed contributions by experienced civil engineers offer insights into current difficulties in the field, applicable innovative solutions, and recently developed guidelines for soil analysis and foundation design.