岩土参数的空间分布在场地勘察中的作用

IF 0.7 Q4 MECHANICS
Tatiana Olinic, E. Olinic, I. Boți, Ionuț-Alexandru Ciocaniu
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引用次数: 0

摘要

正确勘察地基土对于任何结构的优化和高效设计都至关重要。结构与地基土之间的相互作用只能通过整个影响范围内截取的岩土层的物理和机械特性来评估。因此,包含并总结实地勘察和实验室测试的技术文件的作用尤为重要。在提供有用的设计信息时,一个重要且有时复杂的组成部分是划分岩土层或计算层。这可以在不同层面上进行,从颜色、粒度分布、可塑性和稠度等物理特性开始,到可压缩性和抗剪强度等力学特性的评估。本文的目的是利用空间插值技术(克里金法)创建岩土参数的图形表示法。使用 SURFER 软件绘制二维地图有助于岩土工程师正确解释岩土参数。当土壤用作建筑材料时,这种分层插值技术也适用于采石场和采石坑。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The Role of Spatial Distribution of Geotechnical Soil Parameters in Site Investigation
The correct investigation of the foundation soil is essential for the optimal and efficient design of any structure. The interaction of a structure with the foundation soil can only be evaluated through the physical and mechanical characteristics of the intercepted geotechnical layers on the entire zone of influence. For this reason, the role of technical documentation that includes and summarizes field investigations and laboratory tests is particularly important. An important and sometimes complicated component in providing useful design information is the division into geotechnical or computational layers. This can be done at different levels, starting from the physical characteristics such as color, grain size distribution, plasticity and consistency and can continue with the evaluation of the mechanical characteristics of compressibility and shear strength. The aim of the paper is to create a graphical representation of the geotechnical parameters using a spatial interpolation technique (Kriging method). The creation of 2D maps using SURFER software assists geotechnical engineers in the correct interpretation of the geotechnical parameters. This interpolation technique for division into layers is also useful in quarries and borrows pits, when soil is used as construction material.
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来源期刊
CiteScore
1.30
自引率
16.70%
发文量
20
审稿时长
16 weeks
期刊介绍: An international journal ‘Studia Geotechnica et Mechanica’ covers new developments in the broad areas of geomechanics as well as structural mechanics. The journal welcomes contributions dealing with original theoretical, numerical as well as experimental work. The following topics are of special interest: Constitutive relations for geomaterials (soils, rocks, concrete, etc.) Modeling of mechanical behaviour of heterogeneous materials at different scales Analysis of coupled thermo-hydro-chemo-mechanical problems Modeling of instabilities and localized deformation Experimental investigations of material properties at different scales Numerical algorithms: formulation and performance Application of numerical techniques to analysis of problems involving foundations, underground structures, slopes and embankment Risk and reliability analysis Analysis of concrete and masonry structures Modeling of case histories
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