Scientific substantiation of engineering preparation measures due to the influence of construction in the dense building conditions
Дата
2020
Автори
Stefanyshyna-Gavryliuk, Yulija D.
Заголовок журналу
Журнал ISSN
Назва тому
Видавець
КНУБА
Анотація
The method of studying the stress-strain state of reinforcement structures of combined soil
massifs has been proposed with the geometric and physical nonlinearity in the formulation of the
problem based on the nonlinear theory of elasticity and plasticity of the soil. The study of the stressdeformed state of the computational domain from the standpoint of the mechanics of the deformed
solid body had been carried out, using algorithms for solving the problems of the theory of elasticity
and plasticity, with the construction of universal computational models of the combined half-space,
that allows to determine more reasonably the magnitude of the stress-strain state of complex soil
bases in interaction with the reinforcement structures, the surrounding buildings foundations and the
whole complex of the surrounding buildings structures. The influence of new construction on the
condition of soil bases and foundations of adjacent buildings had been evaluated by determining the
change of pressure on the reinforcement structure and determining the stress-strain state change of
this structure and the foundation of the existing house. The change in the deformation of the
foundation of the existing building, ie the oscillation of the soil foundation and the maximum
amplitude of uneven subsidence of the foundations of the existing building have been determined.
Each formulation of the problem had to include its own reliability analysis and a specific approach
that requires numerical modeling and development of appropriate measures to scientifically
substantiate engineering preparation measures in dense building. Further design of protective
reinforcement structures for new construction under the conditions of the building reconstruction has
carried out considering the impact on the existing buildings and structures and the adjacent soil mass
of different stages of construction, begining with the arrangement of protective reinforcement
structures, the development of a excavation due to the effect of unloading the foundation, and the
sequence of erection of engineering structures.
Опис
Ключові слова
кафедра міського господарства, new construction, scientific substantiation, stress-strain state, reinforcement structures, engineering preparation, нове будівництво, наукове обґрунтування, напружено-деформований стан, конструкції укріплення, інженерна підготовка
Бібліографічний опис
Prusov D. E. Scientific substantiation of engineering preparation measures due to the influence of construction in the dense building conditions / D. E. Prusov // Опір матеріалів і теорія споруд : зб. наук. праць / Київ. нац. ун-т буд-ва і архіт. ; гол. ред. П. П. Лізунов. - Київ : КНУБА, 2020. - Вип. 104. - С. 229 - 241. - Бібліогр. : 8 назв.