New Technique To Drive Piles By Impact Hammer Inside The Pile - Synopsis

- Organization:
- Deep Foundations Institute
- Pages:
- 11
- File Size:
- 1557 KB
- Publication Date:
- Jan 1, 1996
Abstract
A new technique to drive tubular piles by impact hammer inside the pile has confirmed a dramatic reduction of noise and the opportunity to save steel. Also a reduction in driving time and a higher bearing capacity has been observed during a test program of this technique. As part of the so-called "Down-the-hole" driving technique, a wave equation analysis has been developed to calculate driveability and pile stress. The main feature of the new "Down-the-hole" technique is the development of a patented device allowing uncoupled penetration of pile tip and pile shaft, which makes it possible to drive both closed or open end piles and reduce the stress level induced in the pile wall. During a test program, a number of instrumented piles were driven and compared with traditional driving of the same pile with the same hammer on top (also instrumented). Also the stresses and performances were compared with precalculations. This paper, explains the technique and presents the test and noise results, in comparison with traditional top-pile-driving. The "Down-the-hole" driving technique is an interesting alternative for special applications where traditional pile driving requires a large wall thickness or in areas where noise is a hot item.
Citation
APA:
(1996) New Technique To Drive Piles By Impact Hammer Inside The Pile - SynopsisMLA: New Technique To Drive Piles By Impact Hammer Inside The Pile - Synopsis. Deep Foundations Institute, 1996.