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»
Date submitted:
2016-11-23
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.
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