用多维统计分析方法研究膨胀土作为苏丹工程结构基础的基础

IF 0.2 Q4 GEOLOGY
D. Chomko, F. Chomko, N. Cherkashyna, V. Taranov, G. Seifeldin
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引用次数: 0

摘要

本文提出了一种利用数理统计方法,包括聚类分析、因子分析和相关回归分析来研究膨胀土作为地基基础的新方法。根据这些分析的结果,建立了这些土壤的强度特性的规范性值,这取决于它们的物理性质和膨胀程度、应用限制、主要因素和不同土壤性质指标之间的相关性。研究区域分区的方法,导致土壤规范特征的可能差异应用,以及在膨胀土上设计基础的建议已经开发。该方法在苏丹土壤上进行了试验。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
STUDYING SWELLING SOILS BY MULTIDIMENSIONAL STATISTICAL ANALYSIS METHODS AS THE BASIS FOR ENGINEERING STRUCTURES FOUNDATIONS IN SUDAN
A new way to study swollen soils as the basis for foundations by methods of mathematical statistics, including cluster, factor and correlation-regression analyses has been proposed in the article. Normative values of the strength characteristics of these soils depending on their physical properties and degree of swelling, application limits, predominant factors and correlations between different indicators of soil properties have been established according to the results of these analyzes. A method of the study area zoning, leading to possible differential application of soils normative characteristics, as well as proposals for designing foundations on swollen soils have been developed. The methods were tested on the soils of Sudan.
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