MODELING AND MONITORING OF STRUCTURAL SAFETY OF LONG-OPERATING UNDERGROUND STRUCTURES OF THE SEWAGE SYSTEM IN THE CONDITIONS OF INCREASING ANTHROPOGENIC ACTIONS IN ORDER TO PROVIDE SUSTAINABLE LIFECYCLE OF ENGINEERING INFRASTRUCTURE OF THE MEGACITY (THE EXPERIENCE OF ST. PETERSBURG)

N. Perminov, R. Mangushev
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引用次数: 0

Abstract

Long-term operation in difficult engineering-geological conditions of unique underground sewage facilities creates the danger of violating their structural safety. A long-term study of the dynamics of changes in a technical state of large pumping stations and deep sewage tunnels made it possible to establish patterns of influence of intensive anthropogenic and dynamic actions on this process. The developed discrete and continuous diagnostic models of defect development in tunnel structures allow identifying potentially hazardous areas subjected to manifestation of critical failures and methods of their localization. On the basis of numerical modeling the boundaries of defect-free joint operation of the system “source of impact – geo-mass – sewage underground structure” have been determined. The geotechnical and structural calculations are used to simulate the interaction of the facilities with the soil environment and predict adaptive stress-strain control system parameters. With increasing external anthropogenic and dynamic impacts, modeling zones of urban areas with potentially dangerous sections of underground sewage facilities constitute the basis for development of regulatory documents on monitoring methods and safe development of the geotechnical infrastructure of a megacity.
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在人为活动日益增加的情况下,为特大城市工程基础设施的可持续生命周期提供长期运行的地下污水系统结构安全建模和监测(圣彼得堡的经验)
独特的地下污水设施在复杂的工程地质条件下长期运行,存在着违反其结构安全的危险。对大型泵站和深层污水隧道技术状态变化的动态进行了长期研究,从而有可能确定密集的人为和动态行动对这一过程的影响模式。发展的隧道结构缺陷发展的离散和连续诊断模型可以识别潜在的危险区域,受到关键失效的表现和它们的定位方法。在数值模拟的基础上,确定了“冲击源-地块-地下污水结构”系统的无缺陷联合运行边界。利用岩土力学和结构计算模拟设施与土壤环境的相互作用,预测自适应应力-应变控制系统参数。随着外部人为和动态影响的增加,具有地下污水设施潜在危险路段的城市地区建模区构成了超大城市岩土基础设施监测方法和安全开发规范性文件的基础。
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来源期刊
CiteScore
0.80
自引率
0.00%
发文量
43
审稿时长
4 weeks
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ИНСТРУМЕНТЫ ЦИФРОВИЗАЦИИ В ПРАКТИКЕ ПРОЕКТИРОВАНИЯ ПРИ РЕКОНСТРУКЦИИ ПОДЗЕМНЫХ ТРУБОПРОВОДОВ БЕСТРАНШЕЙНЫМИ МЕТОДАМИ РАСЧЕТНАЯ МОДЕЛЬ ДЕФОРМИРОВАНИЯ ГРУНТОВОГО ОСНОВАНИЯ ВЫСОТНОГО ЗДАНИЯ С УЧЕТОМ ПРЕДЫСТОРИИ ЗАГРУЖЕНИЯ СОВОКУПНЫЙ РИСК ПРИ РЕАЛИЗАЦИИ КРУПНОГО КОМПЛЕКСНОГО ПРОЕКТА СТРОИТЕЛЬСТВА АТОМНОЙ ЭЛЕКТРОСТАНЦИИ НЕСУЩАЯ СПОСОБНОСТЬ СТАЛЕЖЕЛЕЗОБЕТОННЫХ СТЕН С ЛИСТОВЫМ АРМИРОВАНИЕМ НА СТАТИЧЕСКИЕ НАГРУЗКИ ANALYTICAL ANALYSIS OF COMBINED FOUNDATION PLATES, SUBJECTED TO AN ACTION OF ANTISYMMETRIC LOADS
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