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Pavements (Cluster
4)
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New
ways to design thin pavement structures
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Setting
A group of European pavement specialists has investigated
the possibility to reduce pavement thicknesses and develop an environmental
friendly road. Based on a number of worldwide good experiences and
test sections, a new performance based design method has been developed.
Local available materials can be used in the base layer of the road,
transport of building materials will thus be minimised. As a result
CO2-emissions during construction are reduced, a contribution
to Kyoto goals will be achieved. This new type of thin pavements
is far cheaper than regular pavements.
Objectives
In most countries increasing traffic asks
for more and wider roads. This results in a large consumption of
high quality building materials. Production and transport of those
materials produces lots of CO2 with an adverse effect
on the environment. Therefore a new type of pavement is wanted which,
against competitive costs, reduces the impact on the environment.
This cluster investigates the possibility
to create cheaper environmental friendly roads. A project description
can be found in the original project
plan, a shorter
version and presentation
is also available. Compared to a 'conventional pavement' it should
realise the following goals:
- transportation of materials for pavements
will be reduced by 20%;
- CO2-emission related to construction
of pavements will be reduced by 20%;
- consumption of bitumen, which is an energy
exchangeable resource (cracking process) may be reduced by more
than 50%;
- overall costs of pavement construction
may be reduced by 30% average.
In every country it should be possible to
develop and design such a new 'ECOserve type pavement'. Environmental
indicators will be used during the development, they also will be
used to judge whether these goals are achieved. In this way the
work in Cluster 4 will support the EU policies; particularly its
environmental goals through the contribution to a sustainable construction
industry but also through its contribution to cost effective construction
methods. Cluster leader Robbert Naus
of Dutch based contractor Dura Vermeer is very positive about the
potency: 'If our approach works, it will be a revolution in pavement
design'.
Worldwide there are some good experiences
with semi-rigid pavements with a thin asphalt topping which last
much longer than where they were designed for. In all European countries
a lot of cement treated bases (CTB) are applied but each country
has its own design method. To understand more about the different
design methods a questionnaire
was sent out to many countries to collect the different ways of
designing semi-rigid pavements i.e. pavements with a CTB and an
asphalt topping. It appeared that only very few references of semi-rigid
pavements with a thin asphalt topping were mentioned. Above a certain
compressive strength of the CTB precautions must be taken to control
the cracking pattern. The response and conclusions of this collection
of data is reported. Consequently a further investigation
of some design methods and their differences is carried out and
reported. The Danish members of the pavements cluster, Danish Road
Institute, COWI and Dansk Beton Teknik, were involved in a DRI research
program. The goal was to examine the behaviour of test sections
of semi-rigid pavements with different types of base layers and
develop a model to predict deterioration based on the results of
FWD measurements. Although not part of ECOserve, this experiment
perfectly fits in its ideas. Results can be viewed in the report
published on the website of DRI. Based on the few good references
and the DRI research program an incremental-recursive model was
developed.
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Large scale fatigue testing
on slabs
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This model is programmed into an easy to
use Excel
sheet based design approach. In this new design method a
comparison is made between the thin ECOserve type pavement and a
conventionally designed pavement structure. The
appraoch is not focussed on structural aspects (thickness, design)
only but includes an assessment and comparison of the environmental
impact of different pavement solutions. In
the same Excel sheet the earlier mentioned environmental
indicators (transport distances, CO2-emission
and costs) are calculated and compared. Now the model will be validated
with laboratory experiments (large scale testing on slabs). Instead
of the planned accelerated full-scale testing of an ECOserve type
pavement (D15,
Cl4), a demonstration
section with real traffic has been constructed.
As an outcome of this Cluster, some research
needs have been identified and additional, several articles
have been published.
Partners
Partners in Cluster 4 of the ECOserve Network are:
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Dansk Beton Teknik - Denmark
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Univerde - The Netherlands
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Boudewijn Piscaer
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Center of Laboratorial Test - Lithuania
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Gediminas Kuncinas
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Co-ordinator
Robbert Naus
Dura Vermeer (DV)
Dept. of Infrastructure
P.O. Box 14
2130 AA Hoopdorp
The Netherlands
Telephone: +31 235 48 29 65
Telefax: +31 235 48 29 79
email: r.naus@duravermeerinfra.nl
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