Geomechanical substantiation of stability of the tunnel’s face which situated in the proterozoic clay’s
About authors
- 1 — Saint Petersburg State Mining University
- 2 — Saint Petersburg State Mining University
Abstract
In this learned article the analysis of the volume stress-strain condition of the soils in the tunnel’s face in the cases of different repulses of support lining with applying of a finite-elements method is adduced. The graphic relations of stresses and displacements of the soils is developed and with respect to these relations the influence of the magnitude of repulse of support lining at the volume stress-strain condition of the soil massif is defined.
References
- Протосеня А.Г. Постановка задач по расчету напряженного состояния около выработок / А.Г.Протосеня, М.О.Лебедев // Устойчивость и крепление горных выработок / Санкт-Петербург. горный ин-т. СПб, 1999. С.115-118.
- Протосеня А.Г. О постановке задач по расчету нагрузок на капитальные выработки и тоннели // Крепление и поддержание горных выработок / Санкт-Петербург. горный ин-т. 1992. С.4-8.
Similar articles
Microbial activity in mine working and its influence on high-grade iron ore's and constructional material's properties
2012 R. E. Dashko, I. V. Alekseev
Automatic compensation of influence of stirring factors on measurement of coal bulk weight from the clearing face
2012 R. M. Proskuryakov, I. N. Voityuk, A. V. Kopteva
Long face ventilation performance improving in development of seam by pillarless technology
2012 V. S. Elkin