Research article Vol. 15 No. 3 (2019): International Journal for Computational Civil and Structural Engineering

NUMERICAL ANALYSIS OF THE ACCOUNT OF THE STAGES IN THE CALCULATION OF THE SHELL TOGETHER WITH THE SOIL MASSIF

ЧИСЛЕННЫЙ АНАЛИЗ УЧЕТА СТАДИЙНОСТИ В РАСЧЕТАХ ОБОЛОЧКИ СОВМЕСТНО С МАССИВОМ ГРУНТА

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NUMERICAL ANALYSIS OF THE ACCOUNT OF THE STAGES IN THE CALCULATION OF THE SHELL TOGETHER WITH THE SOIL MASSIF

ЧИСЛЕННЫЙ АНАЛИЗ УЧЕТА СТАДИЙНОСТИ В РАСЧЕТАХ ОБОЛОЧКИ СОВМЕСТНО С МАССИВОМ ГРУНТА

Authors

  • Sergey Kosytsyn Russian University of Transport (MIIT), Moscow, RUSSIA
  • Vladimir Akulich Russian University of Transport (MIIT), Moscow, RUSSIA

DOI:

https://doi.org/10.22337/2587-9618-2019-15-3-84-95

Keywords:

construction stages, soil massif, shell, finite elements, contact elements

Abstract

The distinctive paper discus ses the stress-strain state of a cylindrical shell with and without taking into account changes in the design model in time. The volumetric design model of the cylindrical shell and the soil massif is made. The calculation consists of several stages from the beginning of the tunnel shell construction to the end of the work. The authors analyzed the results and made appropriate recommendations.

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Published

2019-09-24

How to Cite

Kosytsyn, S., & Akulich, V. (2019). NUMERICAL ANALYSIS OF THE ACCOUNT OF THE STAGES IN THE CALCULATION OF THE SHELL TOGETHER WITH THE SOIL MASSIF: ЧИСЛЕННЫЙ АНАЛИЗ УЧЕТА СТАДИЙНОСТИ В РАСЧЕТАХ ОБОЛОЧКИ СОВМЕСТНО С МАССИВОМ ГРУНТА. International Journal for Computational Civil and Structural Engineering, 15(3), 84-95. https://doi.org/10.22337/2587-9618-2019-15-3-84-95

Keywords

construction stages, soil massif, shell, finite elements, contact elements

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