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

A. G. Protosenya; V. I. Semenov; I. K. Suprun

Vol 199

Pages:

173

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Geotechnology for development of solid mining fields

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

Authors:

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)

Date submitted:

2011-11-18

Date accepted:

2012-01-03

Date published:

2012-12-29

Abstract

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.

Протосеня А.Г., Семенов В.И., Супрун И.К. Расчет нагрузок на крепь выработок и тоннелей, сооружаемых в физически нелинейных массивах // Записки Горного института. 2012. Т. 199 . С. 173.

Protosenya A.G., Semenov V.I., Suprun I.K. Analysis of load formation on lining of tunnel constructed in soil with nonlinear behavior // Journal of Mining Institute. 2012. Vol. 199 . p. 173.

References

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

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

Abstract

References

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