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Vol 199
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Analysis of load formation on lining of tunnel constructed in soil with nonlinear behavior

A. G. Protosenya1
V. I. Semenov2
I. K. Suprun3
About authors
  • 1 — National Mineral Resources University (Mining University)
  • 2 — National Mineral Resources University (Mining University)
  • 3 — National Mineral Resources University (Mining University)
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Method  of excavation support and tunnel lining design is worked  out. Stiffness of soil strata is considered as nonlinear elastic. The problem is solved in plane strain condition according to elastic theory. The distribution of average load on excavation support is given.

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  1. Баклашов И.В. Механика подземных сооружений и конструкции крепи / И.В.Баклашов, Б.А.Картозия. М., 1984.
  2. Булычев Н.С. Механика подземных сооружений. М., 1982.
  3. Дашко Р.Э. Механика горных пород: Учебник для вузов. М., 1987.
  4. Механика подземных сооружений. Пространственные модели и мониторинг / А.Г.Протосеня, Ю.Н.Огородников, П.А.Деменков и др. СПб, 2011.
  5. Ставрогин А.Н. Механика деформирования и разрушения горных пород / А.Н.Ставрогин, А.Г.Протосеня. М., 1992.

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