Soil Mechanics and Foundation Engineering

, Volume 19, Issue 5, pp 198–204 | Cite as

Determination of the strength of pillars between parallel tunnels with consideration of the seismic effects of earthquakes

  • N. N. Fotieva
  • A. N. Kozlov
Underground Structures


Civil Engineer Seismic Effect Structural Foundation Hydraulic Engineer Parallel Tunnel 
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Literature cited

  1. 1.
    V. L. Lozovoi, "Critical stresses for a plate with three cracks," Vopr. Mekh. Tverd. Tela, Naukova Dumka, Kiev, No. 2 (1964).Google Scholar
  2. 2.
    N. N. Fotieva, Calculation of the Support of Underground Structures in Seismically Active Regions [in Russian], Nedra, Moscow (1980).Google Scholar
  3. 3.
    Sh. G. Napetvaridze, Seismic Stability of Hydraulic Structures [in Russian], Gosstroiizdat, Moscow (1959).Google Scholar
  4. 4.
    A. N. Guz' and V. T. Golovchan, Diffraction of Elastic Waves in Multiple-Connected Bodies [in Russian], Naukova Dumka, Kiev (1972).Google Scholar
  5. 5.
    D. I. Sherman, "Stresses in a plane medium with weight with two identical symmetrically arranged holes," Prikl. Mekh. Mat., No. 6 (1951).Google Scholar

Copyright information

© Plenum Publishing Corporation 1983

Authors and Affiliations

  • N. N. Fotieva
    • 1
  • A. N. Kozlov
    • 1
  1. 1.Tula Polytechnic InstituteUSSR

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