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Information × Registration Number 0216U000842, 0113U006156 , R & D reports Title 3. Perfection of methods of the tensely-deformed state of the system "basis-foundation-superfundamental building calculation". popup.stage_title Head Sedin Vladimir Leonidovich, Registration Date 01-03-2016 Organization Pridniprovsky regional centre energy-researches and energy-effective technologies in construction and municipal services popup.description2 Scientific theme "Calculation methods improvement of stress strain state of "base-foundation-superstructure" system. The investigation purpose is to modernize foundation Pushover analysis of high and low speed shock and vibration turbine generators; to improve the calculation analysis of pile foundation settlement and pressure distribution on rear vertical wall side under settlement deformation; to classify the influence of high structures on deformation pattern of adjacent structures. The research on pressure distribution of soil weight spread over a restricted horizontal area is being conducted. The observations of built up slopes of draws in Dnepropetrovsk as well as of deformation processes of paleogene silt loam soils which underlie reactor compartments of Zaporozhye power plant and etc are being made. Over the reporting period three theses were defended by alumni and postgraduate students of the department. In 2011 - doctoral thesis of Golovko S.I. "Theoretical grounds for soil reinforcement by high-pressure mortar injection". In 2014 - 2 PhD theses of postgraduate students Kirnos Ye.A. 'Stabilization and adjustment of foundations tilts of nuclear power plants reactor compartments' and Bikus K. M. 'The influence of piles preloading on their settlement reduction'. The investigation results are presented in lecture course for specialists and Master students and are given methodology instructions. 18 different structures in Dnepropetrovsk, Novomoskovsk, Nikopol, Krasnoarmeysk (Donetsk region), Aleksandriya (Kyrovograd region) and Yubileyniy (urban-type village) have been examined. Key words: finite thickness layer, linear elastic semispace, final form foundation, water saturated clay base, layered structure base, slope stability, foundation settlement, structure vibration, foundation dynamic stress, vibration quantity, deformation characteristics.5481 Product Description popup.authors Бікус Катерина Михайлівна Бабіч Пилип Володимирович Гайдабас ірина Михайлівна Головко Сергій Іванович Горлач Сергій Миколайович Грабовець Оксана Миколаївна Загільський Віталій Анатолійович Кірнос Катерина Анатоліївна Кабрель Володимир Іванович Левченко Григорій Миколайович Моторний Микола Антонович Нажа Павло Миколайович Сєдін Володимир Леонідович Саєнко Юлія Василівна Ульянов Василій Юрійович Шехоркіна Наталія Євгенівна popup.nrat_date 2020-04-02 Close