Quality influence of grouting process for volume stress-strain condition of the soils mass near the tunnel’s face which situated in the proterozoic clays

V. L. Trushko; A. N. Shokov

Vol 196

Pages:

101

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Geodesy, geomechanics and underground construction

Quality influence of grouting process for volume stress-strain condition of the soils mass near the tunnel’s face which situated in the proterozoic clays

Authors:

V. L. Trushko¹

A. N. Shokov²

About authors

1 — Saint Petersburg State Mining University
2 — Saint Petersburg State Mining University

Date submitted:

2011-08-26

Date accepted:

2011-10-08

Date published:

2012-05-22

Abstract

The analysis of soils stress-strain condition for different lining including in work period retards from tunnel’s face with applying of finite-elements method is adduced. The graphical relations of stresses, displacements, soils inelastic area configuration were obtained. According to these relations final graphical relation of temporary grouting influence for permanent lining stress-strain condition was developed.

Трушко В.Л., Шоков А.Н. Влияние качества тампонажа закрепного пространства на напряженно-деформированное состояние пород призабойной зоны в протерозойских глинах // Записки Горного института. 2012. Т. 196. С. 101.

Trushko V.L., Shokov A.N. Quality influence of grouting process for volume stress-strain condition of the soils mass near the tunnel’s face which situated in the proterozoic clays // Journal of Mining Institute. 2012. Vol. 196. p. 101.

References

Протосеня А.Г. Постановка задач по расчету напряженного состояния около выработок / А.Г.Протосеня, М.О.Лебедев // Межвузовский сборник научных трудов «Устойчивость и крепление горных выработок»; СПГГИ. СПб, 1999. С.115-118.
Протосеня А.Г. Определение пространственного напряженно-деформированного состояния слабого грунтового массива в призабойной части при проходке тоннеля с использованием пригруза забоя / А.Г.Протосеня, Н.А.Беляков // Записки Горного института. 2011. Т.190. С.149-163.

Quality influence of grouting process for volume stress-strain condition of the soils mass near the tunnel’s face which situated in the proterozoic clays

Abstract

References

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