研究采矿作业技术影响区建筑物承重能力分析标准

IF 3.5 Q1 ENGINEERING, MULTIDISCIPLINARY
G. Gusev, Roman Tsvetkov, I. Shardakov
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引用次数: 0

摘要

本研究旨在确保矿区建筑物的安全运行。应变能值被视为这些问题关键阶段变形过程的特征参数之一,并提供了它们之间的联系。根据加载图结构单元获得的数据和对结构整体应力应变状态的评估,确定了地基周围土壤的最大允许水平变形量,在该变形量下,建筑单元达到了失去承载能力之前的应力应变状态。为此,需要使用一个参数来描述这些问题中临界变形阶段的变形过程,并将它们联系起来。研究结果根据所获得的结构构件受力行为图和对结构整体应力应变状态的评估,确定了地基附近允许的最大水平地面变形量,在该变形量下,建筑构件达到失去承载能力之前的应力应变状态。这些数据为正在制定的规范性文件奠定了基础。研究成果被用于制定一家大型采矿企业的内部指令。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Research of criteria for analyzing the load-bearing capacity of buildings in areas of technogenic impact caused by mining operations
Purpose This study aims to ensure safe operation of buildings in the mining area.Design/methodology/approachThe strain energy value was taken as one of the parameters characterizing the deformation process at critical stages in these problems and providing a link between them. Based on the data obtained for the structural element of loading diagrams and assessment of the stress–strain state of the structure as a whole, the maximum permissible horizontal deformations of the soil around the foundation are determined, at which the building elements reach the stress–strain state preceding the loss of bearing capacity. For this purpose, a parameter is used that characterizes the deformation process at the stages of critical deformation in these problems and provides a link between them. This parameter is the value of strain energy.FindingsBased on the obtained force behavior diagrams of structural elements and assessment of the stress–strain state of the structure as a whole, the maximum permissible horizontal ground deformations in the vicinity of the foundation are determined, at which the building elements reach the stress–strain state preceding the loss of bearing capacity.Originality/valueThe research provides new data in the form of regularities of deformation behavior of building structures in the zones of mine workings. These data formed the basis for the normative documentation being developed. The research results were used for the development of internal instructions of a large mining enterprise.
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来源期刊
International Journal of Structural Integrity
International Journal of Structural Integrity ENGINEERING, MULTIDISCIPLINARY-
CiteScore
5.40
自引率
14.80%
发文量
42
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