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Publications tagged with [static test]
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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"
Fellenius B. H.
,
Edde R. D.
et al.
An expanded testing program supplemented with static testing indicated that the soil set up rook more than three weeks to develop fully. The program also showed that the capacity determined in the static loading test agreed with capacity computed from dynamic ...
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
This paper presents a case history between static and dynamic tests on driven piles.
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
Geotechnical News, Vol.8 No.4 pp. 28-32
