The designing of the constructions of the pillar underground station with applying of the low-settle building technology
Authors:
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»
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.
Similar articles
Environmental monitoring of the north ecosystems exposed to an impact of the mining
2012 A. V. Strizhenok
Explanation and development of new equipment for drilling rat holes in multilateral wells
2012 R. R. Zaripov, Yu. T. Morozov, A. A. Mukhametshin
Ore reclaiming process flowsheets for the cyclical and continuous method of open-cast mining
2012 G. A. Kholodnyakov, A. O. Ipatova, D. A. Ikonnikov, K. R. Argimbaev
About of an estimation of durability of the gas pipeline which is in a ground, at conducting explosive works
2012 N. L. Gorokhov, A. P. Gospodarikov