ACCOUNTING FOR INTEROPERABILITY CREPE-WEIGHT BASED VAULT THREE SUBWAY STATIONS

Volodymyr Ivanovych Petrenko, Volodymyr Dmytrovych Petrenko, Oleksii Leonidovych Tiutkin

Abstract


The possibility of the use of structural and mechanical soil models when calculating system is attached array. The most rational the method of calculating the permanent lining of deep underground stations laying and other underground structures is the method of finite
elements, allowing to calculate the underground structures, taking into account rheological properties of soils, complex engineering and geological conditions, and and technological features of the work

Keywords


finishing subway stations; finite element technique

References


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DOI: http://dx.doi.org/10.20535/2079-5688.2001.7.93340

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ISSN 2079-5688 (Print),  ISSN 2519-2167 (Online)