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ABOUT MATHEMATICAL MODELLING OF INFLUENCE OF STEAM PRESSURE UPON SOIL

https://doi.org/10.21822/2073-6185-2015-36-1-8-16

Abstract

For the water-saturated two-phase soil environment with the properties changing in time within a continuous isotropic body with linearly - hereditary creep executed mathematical modeling of influence of steam pressure upon soil. The new settlement model in which the steam pressure upon soil is considered as impact of the compelled deformations is developed. It is shown that the developed and known settlement models (in known model the steam pressure upon soil is considered as action of volume forces) will completely be coordinated with the general conditions of equivalence of influences established earlier in mechanics of a deformable solid body. Special cases of the soil environment are considered. 

About the Author

G. E. Agakhanov
ФГБОУ ВПО «Дагестанский государственный технический университет», г. Махачкала
Russian Federation


References

1. Флорин В. А. Основы механики грунтов. – М.: Стройиздат, 1959. - Т. I.

2. Агаханов Г. Э. О математическом моделировании физических воздействий в грунтах // Научное обозрение. - М., 2014. - № 12. – Часть 3.

3. Агаханов Э. К. О развитии комплексных методов решения задач механики деформируемого твердого тела // Вестник Дагестанского государственного технического университета. Технические науки – Махачкала, 2013. - № 29 (2) С 39-45 стр.

4. Хесин Г. Л. Метод фотоупругости. - М.: Стройиздат, 1975. - Т. 3.

5. Цытович Н. А., Зарецкий Ю. К., Малышев М. В., Абелев М. Ю., Тер-Мартиросян З. Г. Прогноз скорости осадок оснований сооружений. - М.: Стройиздат, 1967.


Review

For citations:


Agakhanov G.E. ABOUT MATHEMATICAL MODELLING OF INFLUENCE OF STEAM PRESSURE UPON SOIL. Herald of Dagestan State Technical University. Technical Sciences. 2015;36(1):8-16. (In Russ.) https://doi.org/10.21822/2073-6185-2015-36-1-8-16

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ISSN 2073-6185 (Print)
ISSN 2542-095X (Online)