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Evaluation of the Efficiency of Methods of Removing External Water Pressure from Underground Structures

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Power Technology and Engineering Aims and scope

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REFERENCES

  1. N. A. Kassirova, “On the effect of infiltration water on the stress state of the lining of a circular tunnel,” Izv. VNIIG im. Vedeneeva, 99 (1972).

  2. N. A. Kassirova, “Dependence of the stress state of the lining of a circular tunnel on the degree of drainage,” Ivz. VNIIG im. Vedeneeva, 106 (1975).

  3. N. A. Kassirova, “Force action of underground waters on the lining of hydrotechnical tunnels,” in: Sb. Nauch. Trudov Gidroproekta [in Russian], Moscow (1979).

  4. N. A. Kassirova, “Static work of the lining of hydrotechnical tunnels under the force action of underground waters,” Izv. VNIIG im. Vedeneeva, 231 (1996).

  5. Manual for Designing Hydrotechnical Tunnels [in Russian], Stroiizdat, Moscow (1982).

  6. Guidelines for Designing the Drainage of Underground Hydrotechnical Structures. VSNO 45-072 [in Russian], MEIE SSSR (1973).

  7. SNiP 2.06.09-84. Hydrotechnical Tunnels [in Russian] (1985).

  8. V. M. Nasberg, “Infiltration design of the longitudinal near-lining relief drainage of tunnels and shafts with grouting of the near-lining rock,” Trudy TNISGEI, 3 (1971).

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  1. Vedeneev All-Russia Research Institute for Hydroengineering, Russia.

    N. A. Kassirova

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  1. N. A. Kassirova
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Kassirova, N.A. Evaluation of the Efficiency of Methods of Removing External Water Pressure from Underground Structures. Power Technology and Engineering 36, 41–47 (2002). https://doi.org/10.1023/A:1019693717522

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  • DOI: https://doi.org/10.1023/A:1019693717522

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