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DETERMINING QUASI-SINGLE-PHASE SOIL SYSTEM SETTLEMENTS TAKING INTO ACCOUNT THEIR CREEP (29-34)



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DOI: 10.31618/ESU.2413-9335.2020.3.74.745
Дата публикации статьи в журнале: 2020/06/14
Название журнала: Евразийский Союз Ученых, Выпуск: 74, Том: 3, Страницы в выпуске: 29-34
Автор: Zhakulin Adil
Karaganda, prospect Nazarbaev 56, Kazakhstan , Department of Civil Engeenering, Karaganda State Technical University,
Автор: Кropachev Peter
Karaganda, prospect Nazarbaev 56, Kazakhstan , Department of Civil Engeenering, Karaganda State Technical University,
Автор: Zhakulina Аisulu
Karaganda, prospect Nazarbaev 56, Kazakhstan , Department of Civil Engeenering, Karaganda State Technical University,
Анотация: This article discusses determining foundation settlements taking into account the creep of quasi-single-phase and two-phase soil systems of the bases. There is presented distribution of clay soils in depth in the territory of Central Kazakhstan. The analysis of the stratification results shows that physical properties of clays are heterogeneous and have sufficiently large scattering of values in depth. It has been experimentally established that clay soils selected at different depths are characterized by shear decaying creep. Methods of determining the coefficients of consolidation and creep, the deformation modulus from experimental curves are described. The calculation formulas are given for determining quasi-single-phase and two-phase soil systems taking into account their creep. The calculation formulas obtained on the basis of the results of experimental data indicate the novelty of the method.
Ключевые слова: quasi-single-phase  deformation modulus  creep  Eurocode  foundation  base  clay soils        
Данные для цитирования: Zhakulin Adil Кropachev Peter Zhakulina Аisulu. DETERMINING QUASI-SINGLE-PHASE SOIL SYSTEM SETTLEMENTS TAKING INTO ACCOUNT THEIR CREEP (29-34) // Евразийский Союз Ученых. Технические науки. 2020/06/14; 74(3):29-34. 10.31618/ESU.2413-9335.2020.3.74.745



Список литературы: [1] Ter-Martirosyan Z.G. Rheological parameters of soils and calculations of foundations of structures. M.: Stroyizdat, 2019. 200 p. [2] Zaretsky Yu.K. Visco-ductility of soils and structural calculations. M.: Stroyizdat, 2014. 352 p. [3] Fadeyev A.B. The finite element method in geomechanics. M.: Nedra, 2011. 221 p. [4] Tsytovich N.A., et al. The forecast rate of foundation of structures settlements. M.: Stroyizdat, 2002. 239 p. [5] Ukhov S.B., et al. Soil mechanics, bases and foundations. M.: Higher School, 2012. 566 p. [6] Das, M. Braja. Principles of geotechnical engineering. Third Edition. 2003, PWS Publishing Company, Boston. P. 672. [7] Paramonov V.N. The finite element method for solving nonlinear problems of geomechanics. 2012. Group of companies "Geoconstruction". St. Petersburg. [8] Zhakulin.A.S. Deformability of watersaturated base soils. 2015. LAP Lambert Academic Pablishing. Saarbrucken. [9] Zhakulin A.S., Zhakulina A.A Basics of geotechnical design. 2015. Karaganda, KSTU Publ. House, 162 p. [10] Brinkgreve R.B. Jetal. PLAXIS 2004. Version 8. Balkema. [11] Vyalov S.S. Rheological basis of soil mechanics. M.: Higher School, 2014, 447 p. [12] Bulychev N.S. Mechanics of underground structures in examples and tasks. M: Nedra, 2014, 270 p.


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