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Vol 196
Pages:
84
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Estimation of the is intense-deformed condition of massif at building inclined tunnel of metro station «Admiralty» of the Saint Petersburg underground

Authors:
S. Yu. Novozhenin
About authors
  • Saint Petersburg State Mining University
Date submitted:
2011-08-25
Date accepted:
2011-10-25
Date published:
2012-02-01

Abstract

Intense-deformed condition of a solid at building tunnel inclined tunnel «Admiralty» is simulated using finite-element method in three-dimensional statement. Questions of a geomechanical estimation strata movement and deformations of rocks based on modeling are considered. In addition, the forecast of influence of strata movement process for surface is made.

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References

  1. Булычев Н.С. Механика подземных сооружений. М., 1989.
  2. Мустафин М.Г. Геомеханическая модель системы «выработка – вмещающие породы» и ее использование при прогнозировании динамических проявлений горного давления // Горная геомеханика и маркшейдерское дело / ВНИМИ. СПб, 1999.
  3. Петухов И.М. Расчетные методы в механике горных ударов и выбросов: Справочное пособие / И.М.Петухов, А.М.Линьков, В.С.Сидоров. М., 1992.
  4. Пособие по проектированию мероприятий для защиты эксплуатируемых зданий и сооружений от влияния горнопроходческих работ при строительстве метрополитена / В.Ф.Подаков, Ю.Ф.Соловьев, В.М.Капустин и др. Л., 1973.

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