The designing of the constructions of the pillar underground station with applying of the low-settle building technology

A. G. Protosenya; P. A. Demenkov; M. A. Karasev; N. A. Belyakov; K. P. Bezrodnyi; V. A. Maslak

Vol 195

Pages:

124

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Topical issues in mining of ore and nonmetallic minerals

The designing of the constructions of the pillar underground station with applying of the low-settle building technology

Authors:

A. G. Protosenya¹

P. A. Demenkov²

M. A. Karasev³

N. A. Belyakov⁴

K. P. Bezrodnyi⁵

V. A. Maslak⁶

About authors

1 — Saint Petersburg State Mining University
2 — Saint Petersburg State Mining University
3 — Saint Petersburg State Mining University
4 — Saint Petersburg State Mining University
5 — JSC «Lenmetrogiprotrans»
6 — JSC «Lenmetrogiprotrans»

Date submitted:

2011-07-06

Date accepted:

2011-09-24

Date published:

2012-01-01

Abstract

The intelligent technology of designing of the constructions of pillar underground station is adduced. Station is building with applying of low-settle technology, which takes into consideration main stages of the building process. The scheme of interaction of the system «support lining-soil massif» was accepted as basic scheme of calculations. The calculations of the stress-strain condition of constructions was performed with applying of finite-elements method.

References

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.
Деменков П.А. Влияние технологии на формирование нагрузки при строительстве колонной станции Санкт-Петербургского метрополитена «Комендантский проспект» // Записки Горного института. СПб, 2004. Т.155. С.102-105.

The designing of the constructions of the pillar underground station with applying of the low-settle building technology

Abstract

References

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