Численный анализ изменения несущей способности грунтового основания цилиндрической сваи
Численный анализ изменения несущей способности грунтового основания цилиндрической сваи
В работе рассматривается несущая способность грунтового основания цилиндрической сваи с учетом уплотнения грунта вокруг сваи. Для исследования несущей способности был применен численный анализ экспериментальных данных осадки одиночной сваи. This work deals with the bearing ability of the cylindrical pile soil base taking into account consolidation of the ground round the pile. The numerical analysis of experimental data of the deposits of a single pile has been applied to the research of bearing ability.
Bearing ability, Грунтовое основание, Mechanical and mathematical model, несущая способность, Analytical approximate solution, Cylindrical pile, Цилиндрическая свая, Механико-математическая модель, Soil base, Deformation module, Модуль деформации, Аналитическое приближённое решение
Bearing ability, Грунтовое основание, Mechanical and mathematical model, несущая способность, Analytical approximate solution, Cylindrical pile, Цилиндрическая свая, Механико-математическая модель, Soil base, Deformation module, Модуль деформации, Аналитическое приближённое решение
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