Engineers Australia

Australian Geomechanics
Volume 34, Number 4

December 1999

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  • Cover

  • Contents, Editorial and Society Notes

  • Determination of the equivalent effective stress state for desiccated clay soils

  • Reduction of undrained lateral pile capacity in clay due to an adjacent slope

  • The design of piles with particular reference to the Australian Piling Code

  • Site characterisation

  • Downhole geophysical logging for a major highway design, Karuah, NSW

  • A suggested calibration for the cone penetrometer liquid limit