The paper deals with the elastic dynamic analysis of a wall-soil system at resonance. The input accelerations are limited to 0.1 g and the system is viscously damped with a 20% ratio. The critical interface conditions between the wall and fill are dealt with as continuous in the light of the static pressures attained in construction. Practical parameter studies reveal a range of frequencies, pressure and pressure distribution. /TRRL/

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  • Corporate Authors:

    IPC Science and Technology Press Limited

    IPC House, 32 High Street
    Guildford, Surrey  England 
  • Authors:
    • Aggour, M S
    • Brown, C B
  • Publication Date: 1978-10

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Filing Info

  • Accession Number: 00189611
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Files: ITRD, TRIS
  • Created Date: Apr 12 1979 12:00AM