Dynamic pile response using two pile-driving techniques
Identifieur interne : 001104 ( France/Analysis ); précédent : 001103; suivant : 001105Dynamic pile response using two pile-driving techniques
Auteurs : A. Benamar [France]Source :
- Soil Dynamics and Earthquake Engineering [ 0267-7261 ] ; 2000.
English descriptors
- KwdEn :
Abstract
Because of disadvantages caused by pile top driving, a new pile driving technique by which the hammer is inside the pile has been developed by contractors. The so called “down-the hole” piling system is used to drive a tubular pile in an experimental set-up in the laboratory. This new technique is tested and compared with pile top driving using similar hammer energy. A reduction of noise and the opportunity to save steel are confirmed during a field test program. Also, a reduction in driving time and a higher bearing capacity have been observed. Some similar conclusions are arrived at in the laboratory study, specially the low level of stresses in the pile and the shaft friction.
Url:
DOI: 10.1016/S0267-7261(00)00057-9
Affiliations:
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