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Publications tagged with [soil set up]
Total Items found:
Fellenius B. H.
,
Brusey W. G.
et al.
The analysis results suggest that the set-up was due to a stiffening of the soil and not to increase of shaft resistance. The following effective stress soil parameters were established for the two test piles, Piles 2 and 3: beta-coefficient equal to 0.4 and ...
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
"Specialty Conference on Performance Confirmation of Constructed Geotechnical Facilities, University of Massachusetts, Amherst, ASCE"
Brief case histories are presented, where damage to concrete piles was discovered by means of dynamic measurements using the Pile Driving Analyzer.
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
"Second Seminar on the Dynamics of Pile Driving, Pile Research laboratory, University of Colorado, Boulder"
