PREDICTION OF THE BEARING CAPACITY OF A SLAB FOUNDATION BY THE NUMERICAL METHOD OF BOUNDARY ELEMENTS

A. Morgun, I. Met, Y. Cheng, Andryi Kolesnyk
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Abstract

Construction is one of the leading branches of the national economy in the historical aspect of its development. The first design task is to determine the strength of building structures. Therefore, the study of the stress-strain state and related calculations are the most important in construction. The purpose of studying soil mechanics and foundation construction techniques is the calculation and construction of structures on or in soil. The main task is the construction of structures with a sufficient degree of reliability.The selection of an adequate theoretical model remains the main problem of soil mechanics. Indeed, the deformation of the dispersed granular material of the soil takes place during the mutual sliding of the grains, the rheology of the soil is complex, as evidenced by a large amount of experimental material. Today, the path of development of soil mechanics is related to the study of problems within the framework of the elastic-plastic dilatation model and the improvement of this model based on experiments. A mathematical model of a technical object at the micro level is a system of differential equations in partial derivatives, the exact solution of which can be obtained only in a few partial cases, therefore a discrete model is built using numerical methods that use the Poisson idea that the behavior of a complex model can be represented by the behavior of its individual component elements. The intensive development and widespread use of computers significantly brought fundamental mathematical problems closer to applied ones, and strengthened their mutual influence.The emergence of a new, powerful and general method of research - a numerical experiment, more than ever before closely connected the physical content of the problem, its mathematical formulation, numerical methods of calculation and modern computers. The work uses the numerical method of boundary elements. A promising way to develop foundations and foundation structures is to use the ratios of the theory of plastic flow, and the level of development of soil mechanics significantly affects the economy and reliability of the decisions made.
用边界元数值方法预测平板地基承载力
从国民经济发展的历史角度看,建筑业是国民经济的主导部门之一。第一个设计任务是确定建筑结构的强度。因此,应力-应变状态的研究和计算是施工中最重要的。研究土力学和基础施工技术的目的是在土上或土中进行结构的计算和施工。主要任务是建造具有足够可靠度的结构。选择合适的理论模型仍然是土力学的主要问题。事实上,土壤中分散的粒状物质的变形是在颗粒的相互滑动过程中发生的,土壤的流变性是复杂的,大量的实验材料证明了这一点。今天,土力学的发展路径是在弹塑性膨胀模型的框架内研究问题,并在实验的基础上对该模型进行改进。一个技术对象在微观层面的数学模型是一个偏导数的微分方程系统,它的精确解只能在少数部分情况下得到,因此一个离散模型是用数值方法建立的,使用泊松思想,一个复杂模型的行为可以用它的单个组成元素的行为来表示。计算机的密集发展和广泛使用极大地拉近了基础数学问题与应用数学问题的距离,并加强了它们之间的相互影响。一种新的、强大的、通用的研究方法——数值实验的出现,比以往任何时候都更紧密地将问题的物理内容、数学公式、数值计算方法和现代计算机联系在一起。本文采用边界元的数值方法。利用塑性流动理论的比值来发展基础和基础结构是一种很有前途的方法,而土力学的发展水平对所作决策的经济性和可靠性有很大的影响。
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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