Settlement and Long-Term Bearing Capacity of a Circular Foundation on an Elastic-Viscoplastic Base

IF 0.8 4区工程技术 Q4 ENGINEERING, GEOLOGICAL

Soil Mechanics and Foundation Engineering Pub Date : 2024-07-30 DOI:10.1007/s11204-024-09961-z

A. Z. Ter-Martirosyan, K. A. Filippov

引用次数: 0

Abstract

The paper presents a numerical analytic solution for the calculation of settlement and long-term bearing capacity of a circular foundation on an elastic–viscoplastic base. The work is a development of the previously obtained solution [1] in the elastic–plastic formulation. The Kelvin–Voigt model was used to calculate the volume component of deformation. For the deviatoric component the A. Z. Ter-Martirosyan model was used.

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弹性粘弹性基座上圆形地基的沉降和长期承载能力

本文提出了一种数值解析解，用于计算弹性-粘弹性基底上圆形地基的沉降和长期承载力。这项工作是对之前在弹塑性公式中获得的解决方案[1]的发展。开尔文-伏依格特模型用于计算变形的体积分量。对于偏差分量，采用了 A. Z. Ter-Martirosyan 模型。

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.