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Influence of lateral earth pressure factor on the value of the calculated resistance base and base bearing capacity

UDK: 624.131

S.A. Kalinovsky, E.V. Tsvetkova

It is determined that the calculation of the bearing capacity of the base recessed strip foundation methods, based on the analysis of the stress condition of core soil mass should be considered as one of the design parameters that determine the stability of the foundation base, the coefficient of lateral earth pressure ξо. It is it is shown that the coefficient of lateral earth influences significantly the formation and development of plastic deformations areas in the base of the foundation and, as a consequence, the estimated value of resistance and maximum permissible load.

Файл: Калиновский.pdf, 7 pag.

Рубрика: Геотехника и геотехнологии
Выпуск №4: По материалам VII Всероссийской молодежной конференции аспирантов, молодых ученых и студентов «СОВРЕМЕННЫЕ ТЕХНОЛОГИИ В СТРОИТЕЛЬСТВЕ. ТЕОРИЯ И ПРАКТИКА», (Часть I.Май, 2015)


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