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- AUGUST 2000
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Construction
News
Seminar
organised by
NTU-PWD
Geotechnical Research Centre
&
ICE
Far East Pte Ltd, Singapore Sustainable
Approach to Pile Design
through Vibratory Driving Speaker
Jan
Kenhuis
ICE Far East Pte Ltd, Singapore |
The NTU-PWD Geotechnical Research Centre and
ICE Far East Pte Ltd co-organised a seminar titled Vibratory Driving :
Sustainable Approach to Pile Design. The speaker, Mr Jan Kenkhuis has sixteen
years of experience as geotechnical engineer/manager in offshore and near-shore
site investigation and development projects.
The seminar introduced vibration technology and
its applications in the foundation industry. Vibratory driving is based on the
principle that the soil surrounding the pile temporarily liquefies due to
vibrations during driving. Therefore, the piles are able to penetrate the soil
under its own weight. There are many benefits of vibration technology.
Vibration technology makes it simpler, faster
and more economical to install and use than conventional pile driving systems.
There is relatively low noise; it is environmentally friendly; there is less
risk of damage to nearby structures (especially with Resonance Free vibratory
hammers); it can be used for extracting temporary piles; there is increased
versatility and utilisation degree of hydraulic excavators (Excavator Mounted
vibratory hammers); and it can be used underwater for off-shore pile driving.
At the seminar, the stages in a foundation
development project was explored, namely, the design process, the pile
installation process and the pile acceptance process. A brief explanation on the
drivability study for vibratory driving was then presented together with the
influence factors on vibratory driving.
The essential components of the vibratory
hammers were then examined. Last but not least, new solutions such as Vibratory
Driving Clamp (VDC), Resonance Free Vibratory Hammers and Excavator Mounted
Vibratory Hammers were introduced.
Pile Driving with Vibratory Hammers
Generating vibrations in the objects to be
driven, for example a sheet pile or tubular pile, causes the ground immediately
adjacent to the moving surface to produce a temporary, and rapidly diminishing
soil resistance. When the soil is vibrated, all particles within it move apart
rapidly and randomly. Due to the reduced skin friction and ingress if water (in
most cases), these particles then have much less resistance to an object being
pushed through them.
As a consequence, relatively low forces are
required to insert the object into or withdraw from the ground.
If the vibrations are stopped, the soil returns
to its former load bearing condition; therefore the object can transfer high
loads to the substrata, without the risk of deformation. Due to the fact that
the impact force of a vibratory hammer is low in relation to that of a
conventional impact hammer and the reduced resistance created by the vibrations,
the vibratory hammer is eminently suitable for driving or withdrawing piles or
profiles, in applications requiring little soil displacement.
Examples may include sheet-piles, H-profiles,
open tubular piles, etc. Further specific areas of application for vibratory
hammers are such as surface compaction and deep compaction.
The advantage of vibratory hammers include low
impact force that ensure little or no damage or deformation to the pile, rapid
driving, less noise and smaller and lighter equipment.
This environment friendly hammer can be used to
withdraw piles already driven into the ground, which would otherwise remain in
the ground forever.
Vibratory Driving Clamp (VDC®)
The VDC®
clamp in conjuction with a vibratory hammer is one of the most innovative
solutions for the installation of tubular piles. It has potential to cut the
piling time by more than 30% because when using this pile installation method,
the on-site splicing, cutting, and welding off main sections and add-ons will be
obselete.
ICE has on-going research and development on
vibration technology to improve on its products and services.
Sustainable
Approach in Pile Foundation Design
was published in the NTU-PWD Geotechnical Research
Centre Newsletter in April 2000. Click on the link to
the left to read this article. |
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