Soviet Mining

, Volume 13, Issue 2, pp 120–124 | Cite as

Automated calculation of active and passive earth pressures on a retaining wall under seismic conditions

  • P. I. Yakovlev
  • A. V. Shkola
Rock Mechanics and Rock Pressure
  • 35 Downloads

Keywords

Seismic Event Earth Pressure Active Pressure Deformation Property Scale Unit 

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Literature Cited

  1. 1.
    V. V. Sokolovskii, Statics of Loose Media [in Russian], Fizmatgiz, Moscow (1960).Google Scholar
  2. 2.
    S. S. Golushkevich, Plant Problem of the Theory of Limiting Equilibrium of a Loose Medium [in Russian], Gostekhizdat, Moscow-Leningrad (1948).Google Scholar
  3. 3.
    P. I. Yakovlev, “Analytical interpretation of the problem of S. S. Golushkevich concerning the pressure of soil on a retaining wall,” Stroit. Mekh. Raschet Sooruzhen., No. 5 (1964).Google Scholar
  4. 4.
    F. M. Shikhiev and P. I. Yakovlev, “On the active pressure of the ground during seismic events,” Prikl. Mekh.,7, No. 7 (1971).Google Scholar
  5. 5.
    F. M. Shikhiev and P. I. Yakovlev, “The passive resistance of soils during seismic events,” Tr. Koordinatsionnykh Soveshchanii po Gidrotekhnike (Proceedings of Coordination Conference on Hydraulic Engineering), No. 66, Energiya, Leningrad (1971).Google Scholar
  6. 6.
    P. I. Yakovlev, “Determination of the active and passive earth pressures on a sloping wall during seismic events,” Tr. Koorinatsionnykh Soveshchanii po Gidrotekhnike (Proceedings of Coordination Conference on Hydraulic Engineering), No. 66, Énergiya, Leningrad (1971).Google Scholar

Copyright information

© Plenum Publishing Corporation 1977

Authors and Affiliations

  • P. I. Yakovlev
  • A. V. Shkola

There are no affiliations available

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