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Publications tagged with [CAPWAP]
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Much of the agreement and non-agreement in such papers is due to that many of the comparisons include mistakes and a few sources of such are illustrated and explained. A case of over reliance on blow-count is presented.
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
Stress Wave, Lisbon, 2008
This study focused on an evaluation of static and dynamic load test data and a case study of significant movement of an adjacent building during pile driving.
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
PUBLICATION NO. FHWA-HRT-05-159
This report presents the results of a study to assess the lessons learned from pile driving on the CA/T. This study focused on an evaluation of static and dynamic load test data and a case study of significant movement of an adjacent building during pile driving. ...
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
Federal Highway Administration, FHWA-HRT-05-159, 2003
Six cases are presented showing the benefit of dynamic testing and analysis of driven piles, comprising (1) a comparison between two types of piles and a correlation between CAPWAP determined capacity and load-movement response to that determined in a static ...
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
An International Perspective on Theory, Design, Construction, and Performance, Geotechnical Special Publication GSP No. 116
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
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
To shed light on the question, the Author sent a disk containing records from four blows to all individuals trained to perform a CAPWAP analysis asking each to send back the results of his best match. This paper reports the compilation of the analyses received ...
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
Conference on the Application of Stress-Wave Theory to Piles, Ottawa, May 25 - 27, 1988