Nonlinear Calculation of Soils Compaction on the Structures with Heavy Rammers
- Авторлар: Mkrtychev O.V.1, Abelev M.Y.2, Savenkov A.Y.1
-
Мекемелер:
- Moscow State University of Civil Engineering
- Higher School of Economics
- Шығарылым: № 6 (2025)
- Беттер: 38-43
- Бөлім: Articles
- URL: https://archivog.com/0044-4472/article/view/688280
- DOI: https://doi.org/10.31659/0044-4472-2025-6-38-43
- ID: 688280
Дәйексөз келтіру
Ашық рұқсат
Рұқсат берілді
Аннотация
The method of soil compaction with heavy rammers was proposed by Professor Abelev Yu.M. in 1948. Later this method under the name “Russian rammers” was applied in France (since 1953), and later in other countries. However, despite the widespread application of this method, there are still no methods for calculating soil compaction of various origins with certain strength and deformation characteristics. The developed methodology of nonlinear calculation of the foundation during compaction with heavy rammers is presented. For this purpose numerical calculation methods using explicit schemes of equation systems integration are applied to modeling of nonlinear compaction processes.
Толық мәтін
Авторлар туралы
O. Mkrtychev
Moscow State University of Civil Engineering
Хат алмасуға жауапты Автор.
Email: mkrtychev@yandex.ru
Doctor of Sciences (Engineering)
Ресей, 26, Yaroslavskoe Hwy, Moscow, 129337M. Abelev
Higher School of Economics
Email: mkrtychev@yandex.ru
Doctor of Sciences (Engineering)
Ресей, 20, Myasnitskaya St., Moscow, 101000A. Savenkov
Moscow State University of Civil Engineering
Email: anton.savenkov86@internet.ru
Engineer
Ресей, 26, Yaroslavskoe Hwy, Moscow, 129337Әдебиет тізімі
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