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Журнал
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ISSN: 2411-6467 (Print)
ISSN: 2413-9335 (Online)
Статьи, опубликованные в журнале, представляется читателям на условиях свободной лицензии CC BY-ND
ISSN: 2413-9335 (Online)
Статьи, опубликованные в журнале, представляется читателям на условиях свободной лицензии CC BY-ND
DETERMINING QUASI-SINGLE-PHASE SOIL SYSTEM SETTLEMENTS TAKING INTO ACCOUNT THEIR CREEP (29-34)
Науки и перечень статей вошедших в журнал:
DOI: 10.31618/ESU.2413-9335.2020.3.74.745
Дата публикации статьи в журнале: 2020/06/14
Название журнала: Евразийский Союз Ученых — публикация научных статей в ежемесячном научном журнале, Выпуск:
74, Том: 3,
Страницы в выпуске: 29-34
Автор:
Zhakulin Adil
, Department of Civil Engeenering, Karaganda State Technical University, Karaganda, prospect Nazarbaev 56, Kazakhstan
, Department of Civil Engeenering, Karaganda State Technical University, Karaganda, prospect Nazarbaev 56, Kazakhstan
Автор:
Кropachev Peter
, Department of Civil Engeenering, Karaganda State Technical University, Karaganda, prospect Nazarbaev 56, Kazakhstan
, Department of Civil Engeenering, Karaganda State Technical University, Karaganda, prospect Nazarbaev 56, Kazakhstan
Автор:
Zhakulina Аisulu
, Department of Civil Engeenering, Karaganda State Technical University, Karaganda, prospect Nazarbaev 56, Kazakhstan
, Department of Civil Engeenering, Karaganda State Technical University, Karaganda, prospect Nazarbaev 56, Kazakhstan
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 — публикация научных статей в ежемесячном научном журнале.
Технические науки.
2020/06/14;
74(3):29-34.
10.31618/ESU.2413-9335.2020.3.74.745
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