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Vol 156
Pages:
54-59
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Development of St. Petersburg subway tunnel lining stress-strain state during operation

Authors:
M. O. Lebedev
About authors
  • G.V. Plekhanov Saint Petersburg Mining University
Date submitted:
2003-06-09
Date accepted:
2003-07-09
Date published:
2004-01-01

Abstract

The results of long-term studies of the stress-strain state (SSS) formation of the St. Petersburg subway lines are presented. The data obtained testify to the continuing growth of loads on the linings during operation. The source of load growth is vibration, which is transmitted to the outer contour of the lining and contributes to the vibration compaction of the soil mass.

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References

  1. Карташов Ю.М. Ускоренные методы определения реологических свойств горных пород. М.: Недра, 1973. 112 с.
  2. Савинов О.А. Динамические проблемы строительной техники / ВНИИГ. СПб, 1993. 179 с.
  3. Черный Г.И. Геотехнические расчеты деформации земной поверхности, виброползучести грунта и изменений прочностных показателей массива при подземном строительстве // Проблемы развития транспортных и инженерных коммуникаций. 1997. № 1. С.22-34.

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