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Publications by [Authier J.]

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WAVE EQUATION ANALYSIS AND DYNAMIC MONITORING OF PILE DRIVING (1983)
The wave equation analysis of driven piles is presented with a comparison of the Smith and Case damping approach and a discussion of conventional soil input parameters.<br>
Reference: Civil Engineering for practicing and Design Engineers, Pergamon Press Ltd, Vol 2 No. 4 pp 387-407
PILE INTEGRITY, AND SOIL SET-UP AND RELAXATION (1981)
Brief case histories are presented, where damage to concrete piles was discovered by means of dynamic measurements using the Pile Driving Analyzer.
Reference: "Second Seminar on the Dynamics of Pile Driving, Pile Research laboratory, University of Colorado, Boulder"
DYNAMIC MEASUREMENTS AS AN INSPECTION TOOL FOR DISCOVERING DAMAGE TO SPLICED AND UNSPLICED PRECAST CONCRETE PILES - TWO CASE HISTORIES (1980)
Two brief case histories are presented, where damage to concrete piles was discovered by means of dynamic measurements using the Pile Driving Analyzer.
Reference: "Proceedings of the 1st International, Seminar on the Application of Stress-wave Theory to Piles, Stockholm, 1980, H. Bredenberg"
QUAKE VALUES DETERMINED FROM DYNAMIC MEASUREMENTS (1980)
In wave equation analysis of pile driving, it is ordinarily assumed that quake values are about 2.5 mm. From these studies, it was concluded that the original quake of 2.5 mm value proposed by Smith (1962) is sufficiently precise and that variations of this ...
Reference: "Proceedings 1st International Conference on the Application of Stress-Wave, Theory on Piles, Stockholm, 1980"