Australian Geomechanics
Volume 34, Number 4

December 1999

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