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Publications by [Pepe F.]
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"
