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Publications by [Riker R. E.]
Total Items found:
Bischoff J. E.
,
Fellenius B. H.
et al.
Extraction for visual inspection showed that the failed piles were bent and had deformed pile shoes. In areas of steeply sloping bedrock and for replacement piles, an alternative shoe, the Scanpile Herkules rock shoe, was employed. This pile shoe proved to ...
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
"Proceedings of Deep Foundations Institute, Annual Meeting, Pittsburgh, 1993"
Static and dynamic tests compared with CAPWAP analysis of restrike data and analysis of static data investigation set up time, toe resistance mobilization and settlement.
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
Fourth International Conference on the Application of Stress-Wave Theory to Piles, Ed. F.B.J. Barends, DenHague, September 21-24, 1992.
Fellenius B. H.
,
Riker R. E.
et al.
For all monitored piles, static loading tests were carried out to failure and the results compared to ultimate resistances determined in a CAPWAP analysis.
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
Journal of Geotechnical and Geoenvironmental Engineering, Vol 115, No 7, 1989