Calculation of the Bearing Capacity of a Two-Layer Soil Base Under an Inclined Load

IF 0.8 4区工程技术 Q4 ENGINEERING, GEOLOGICAL

Soil Mechanics and Foundation Engineering Pub Date : 2024-02-14 DOI:10.1007/s11204-024-09922-6

M. V. Shohirev, A. M. Karaulov, K. V. Korolev

引用次数: 0

Abstract

An approximate solution to the problem of the bearing capacity of a two-layer soil base under an inclined load is given. To assess the bearing capacity, the coefficient of influence of the underlying layer is introduced. The logarithmic spiral method is used to determine this coefficient.

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倾斜荷载下双层土基的承载力计算

本文给出了双层土基在倾斜荷载作用下承载力问题的近似解法。为评估承载力，引入了底层的影响系数。采用对数螺旋法确定该系数。

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.