Photo: Stig Stasig

Semi-rigid pavement lasts longer 

A pavement type that's been out of favour is now being resurrected. The method is cheap and durable and can save resources in developing countries where local materials can be used.

When Copenhagen Motor Ring Road M3 was built in the seventies, slightly less cement ended up going into the lower road base of the pavement than the original recipe called for. But that mistake turned out to be an ingenious one.

COWI, NCC and the Danish Road Directorate are now reviving the old technique and formulating a new mathematical description, inter alia simulating how this type of semi-rigid pavement reacts to different types of weather and traffic load.

Used on Danish motorways

It is the Danish Road Directorate's hope that in the future cement-stabilised bases will be used on Danish motorways and other roads carrying heavy traffic, to which semi-rigid pavements are best suited. Christian Busch, Project Manager at COWI, explains:

Photo: Stig Stasig


"We noted that certain roads, where the upper asphalt layers were on top of the cement-stabilised course, lasted longer than corresponding pavements with only asphalt-bound layers. But given that the roads were designed using a methodology that can only be regarded as outdated these days, we had to create a proper design basis if we were going to put that kind of pavement into service again."

Cheap and durable

The pavement, similar in many respects to the old one from Ring Road M3, has been tested in Sweden in 2003 and goes into service in 2006 on two test sections near Herning, where they will be continuously monitored. During the spring additional large-scale laboratory tests will be conducted in Poland.

Most recently the concept has been presented as part of the European ecoserve networking project, targeting a general reduction in co2 emissions from all phases of the road construction process, like the production of chippings and binders and the use of residual products.

Fly ash can be used

Instead of stabilising the road with cement, fly ash can be used too, as can ground blast-furnace slag or naturally occurring binders like volcanic ash.

Compared to asphalt, which is really a high-viscosity liquid, the cement-stabilised base course is more deformation-resistant.

The pavement is better able to withstand the traffic stresses that produce rutting and roughness in the wheelpaths, as well as being cheaper than asphalt and potentially attractive in environmental terms.

By Christina Tækker, cht@cowi.com  
Published: 24.04.2006

Differential calculus for pavements  
This is the first time in Denmark that work has been based on a mathematical model to simulate the degradation of cementbound road surfacings. The model, which COWI has helped to refine, can be used to model an individual pavement.

If it makes little difference whether the surface roughness on a secondary road develops somewhat faster over time, money can be saved by making the base course thinner. Conversely, it is possible to calculate how much extra base course is needed if the aim is to achieve long service life on a main road.