Колонка редактора - Eng

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The strength and deformability of clay soils under triaxial compression under cyclic loading.

UDK: 624.131.43

A.V. Derevyannykh, I.T. Mirsayapov

This article presents the results of experimental studies of the strength and deformability of clay soils under triaxial under cyclic loads, conducted in the laboratory of the department of bases, foundations, structural dynamics and engineering geology KSUABC. New data on the development of linear and volumetric strain corresponding modules clay soils strain with increasing stress and time of action static loading. Revealed the nature and mechanism of destruction of samples of soil, patterns of change in density of the soil in the typical areas of samples.

Файл: А.В. Деревянных, И.Т. Мирсаяпов.pdf, 7 pag.

Рубрика: Геотехника и геотехнологии
Выпуск №6: По материалам VIII Всероссийской молодежной конференции аспирантов, молодых ученых и студентов «СОВРЕМЕННЫЕ ТЕХНОЛОГИИ В СТРОИТЕЛЬСТВЕ. ТЕОРИЯ И ПРАКТИКА», (Часть I ,июнь, 2016)


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