In simple terms, the tunnel is nothing more than two concrete boxes, each a kilometre in length, but building it at the heart of Zuidas involves all kinds of issues. One of these is how to build earth- and water-retaining walls for a construction pit in this busy area. Four different techniques are possible, all of which have their pros and cons. Bartho Admiraal is a specialist in foundation techniques at construction company VolkerWessels and tells us more about it.
Inserting sheet piles
‘In the places where we’re using an open construction pit, we’ll dig out the area for the tunnel up to a depth of 10 m below sea level’, begins Admiraal. ‘To do that, you need a strong earth-retaining structure: it’s important for the surrounding earth to remain stable.’ The most well-known way of doing this is to use vibration to insert sheet piles. Although this is quick and relatively cheap, Admiraal says that it cannot be applied everywhere. ‘It just causes too much noise. What’s more, the embankment where the A10 Zuid is located is made up of relatively loosely packed sand. If you use vibration to insert sheet piling here, there’s a risk that the A10 will subside. That already happened previously during works on the De Nieuwe Meer junction, and we want to avoid that.’
Pressing
There is also the option of ‘pressing’ the sheet piles, where special machines are used to slowly press the sheet piles into the ground in a controlled way. This has the advantage of being vibration-free, keeping noise disruption to a minimum. ‘But there’s no guarantee that the sheet-pile walls will reach the required depth’, says Admiraal. ‘The resistance in the ground can become too much, especially with long sheets, making it necessary to use vibration after all. For this method, we need to investigate whether using shorter sheet-pile walls will be an option.’
Expensive diaphragm walls
Then there is the option of diaphragm walls, which were used a lot in the construction of the North/South metro line. ‘They’re actually very thick underground concrete walls’, explains Admiraal. ‘You start by digging a deep trench. To keep it stable, you fill it with a special liquid. You then add reinforcement cages to the trench, which you then fill with concrete. As you do that, you gradually vacuum away the liquid at the same time.’ This sounds like a complex process – and this is precisely the problem. Admiraal: ‘The method is vibration-free and suitable for deep structures. But it’s intensive: you need heavy cranes to dig the trenches and have to remove a lot of earth. Diaphragm walls are also relatively expensive.’
Pancake batter
So, using vibration to insert sheet piling is less expensive, but causes a lot of noise disruption. Creating diaphragm walls is vibration-free, but expensive. Is there something in-between? Yes, confirms Admiraal: the CSM wall. The what? CSM is short for Cutter Soil Mix – put simply, a technique where you soften the ground, making it possible to slide the sheet piles into it. ‘A cutter head creates trenches, mixing the existing soil with a type of cement mix. It’s a bit like adding milk and eggs to dry flour, to create a pancake batter. You then hang a sheet pile into it, and the mixture then hardens’, says Admiraal. ‘Because of the softness of the ground, the vibration and noise disruption is kept to a minimum. However, this method is significantly more expensive than using vibration alone.’
Proof in the pudding
The CSM wall option would therefore seem to be the ideal solution. But, adds Admiraal, it also has its challenges. ‘In order to insert a sheet-pile wall – made up of steel sheet piles – into the ground, you first need to create enough CSM trenches next to each other. How do you ensure that the mixture – or pancake batter – stays liquid for long enough until the sheet-pile wall is in place? After hardening, the mixture also needs to have a certain consistency. It works like this: we start the excavation work and then, for safety reasons, we have to make sure that no loose sections of the wall become detached. VolkerWessels is carrying out extensive lab testing to achieve the ideal mixture. Various samples from Amsterdam soil are being mixed with other sand as well as clay and peat. ‘In the end, one or two ideal mixtures will be identified. The ground on which the A10 Zuid is located is very specific and you can’t excavate without first checking how it reacts to the mixtures. That’s why, as proof of the pudding, we’re doing a practical test early next year.’
Preliminary and definitive design
The construction of the tunnel for the A10 Zuid will start in 2027. Behind the scenes, a large construction team from contractor VolkerWessels and Zuidasdok is working on its design. This preliminary design covers the planning and detailed logistics. When the preliminary design has been approved, this will be followed by work on a definitive design, which will add the final touches. That does not necessary mean that all the plans from the preliminary design will ultimately make it into the definitive design. We may opt for alternative methods because they save money or time. According to the current schedule, the southern and northern tunnel will be completed in 2035.
This is the fifth in a series about the design of the tunnel in the A10 Zuid and about the techniques and challenges involved. The first article was about preparations behind the scenes, the second looked at the lack of space for the construction of the tunnel, the third was about moving the A10 Zuid and the fourth article focused on keeping Amsterdam Zuid station accessible during construction.
Share article:
Give your opinion
Get in touch with us