Русский
EnglishUDC:
624
DOI:
10.23968/1999-5571-2019-16-6-175-178
Pages:
175-178
Annotation:
Based on the numerical calculation of the stress-strain state of the “object - base” system, the maximum finite loads and deformations occurring in the soil base are determined by the modified finite element method. Calculations allow assessing the effect of the pore water on the deformation properties of the soil.
Keywords:
- грунтовое основание
- возведение сооружений на слабых грунтах
- математическая модель грунта
- модифицированный метод конечных элементов
- расчет водонасыщенного основания
- soil foundation
- construction of structures on soft soils
- mathematical model of soil
- modified finite element method
- calculation of water-saturated base