Результаты исследований: Научные публикации в периодических изданиях › статья › Рецензирование
Experimental dependences of the strength of frozen sandy soil on strain rate are analyzed using a structural–temporal approach. Results of dynamic uniaxial compression tests at a temperature of −18°C and strain rates of 400 to 2600 s −1 of frozen sandy soil specimens of two types with an ice mass fraction of 10 and 18% measured at room temperature are presented. The strain rate dependence at different freezing temperatures of frozen sand with an ice mass fraction of 30% is studied using known experimental data.
Язык оригинала | английский |
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Страницы (с-по) | 533-538 |
Журнал | Journal of Applied Mechanics and Technical Physics |
Том | 60 |
Номер выпуска | 3 |
DOI | |
Состояние | Опубликовано - 1 мая 2019 |
ID: 42935716