Dynamic properties of frozen soils. Part 4. Dynamic triaxial compression devices

Мирный Анатолий Юрьевич

доцент Геологического факультета МГУ им. М.В. Ломоносова, к.т.н., генеральный директор ООО «Независимая геотехника»

info@indep-geo.ru

Идрисов Илья Хамитович

генеральный директор ООО НПП« Геотек»

Мосина Анна Сергеевна

Научный сотрудник Лаборатории Изучения состава и свойств грунтов ИГЭ РАН, заместитель генерального директора ООО «Независимая геотехника», к. г.-м. н.

Mosina.A.S@yandex.ru

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Testing frozen soils in the dynamic mode requires the use of special equipment designed specifically for these purposes. Using devices of the standard design in this case will lead to low-precision results. The first recommendations for the development of a domestic resonance column for frozen soils are given in the previous publication [1]. This article presents data from foreign colleagues on modifying a dynamic triaxial compression device for testing frozen soils. On the basis of foreign experience and taking into account the analysis of the dynamic properties of frozen soils [2], some recommendations for developing a dynamic stabilometer for frozen soils are proposed.

DOI: Нет информации

УДК: 624.139

Финансирование: Нет информации

Ссылка для цитирования: Mirnyy A.Yu ., Idrisov I.H., Mosina A.S. Dinamicheskiye svoystva merzlyh gruntov. Chast’ 4. Pribory dinamicheskogo trehnosnogo szhatiya [Dynamic properties of frozen soils. Part 4. Dynamic triaxial compression devices]// Geoinfo. 2024. Vol. 6. № 6. S. 6–15. DOI:10.58339/2949-0677-2024-6-6-6-15 (in Rus.)

Статья в РИНЦ: https://www.elibrary.ru/item.asp?id=75256057

Ключевые слова: frozen soils; dynamic properties; laboratory tests; dynamic triaxial compression; devices.

Список литературы

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