天然斜坡的稳定性和确定不连贯土壤对围栏的压力

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/s11204-024-09937-z

A. Z. Khasanov, Z. A. Khasanov

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引用次数: 0

摘要

介绍了一种确定斜坡稳定性和不连贯土壤对栅栏压力的方法。考虑了斜坡下部、支撑部分和上部的最终平衡条件。根据土体的最终平衡条件确定主动和被动压力（荷载）。围栏上的土压力使用边坡稳定系数计算。给出了计算斜坡表面临界荷载和挡土墙参数的示例。

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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Stability of Natural Slopes and Determination of the Pressure of Incoherent Soils on Fences

A method for determining the stability of slopes and the pressure of incoherent soils on fences is described. Conditions for the ultimate equilibrium of the lower, supporting, and upper parts of the slope are considered. Active and passive pressures (loads) are determined from the condition for the ultimate equilibrium of the soil mass. The soil pressure on fences is calculated using the slope stability coefficient. Examples for calculating the critical load on the slope surface and the retaining wall parameters are given.

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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.