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Vol 190
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Geomechanical analysis of underground pillar station with step by step excavation

P. A. Demenkov1
M. A. Karasev2
D. A. Potemkin3
About authors
  • 1 — Saint Petersburg State Mining Institute (Technical University)
  • 2 — Saint Petersburg State Mining Institute (Technical University)
  • 3 — Saint Petersburg State Mining Institute (Technical University)
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Numerical modeling of cast iron lining stress and strain state of pylon deep underground station is done. Due to complex geometry of underground station, step by step excavation and lining installation numerical modeling was done in three dimensional space.

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  1. Деменков П.А. Исследование напряженного состояния обделки пилонной станции метрополитена глубокого заложения / Известия Тульского государственного университета. Естественные науки. Серия: Науки о земле; П.А.Деменков, М.А.Карасев. Тула: Гриф и К, 2009.
  2. Деменков П.А. Геомеханические проблемы прогноза напряженно-деформированного состояния станций метрополитена глубокого заложения / П.А.Деменков, И.Е.Долгий, В.И.Очкуров // Записки Горного института. 2010. Том 185.

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