The building of a tennis court needs a special attention to the foundation on which the playing surface will be laid.
The first phase consists in creating a platform sunken, flat, stable, adjusted to within 3 cm in accordance with standard NF P90-110.
A riprap will be necessary when the slope of the talus is important. This significantly reduces the height of a talus..
Working with the natural terrain, and in accordance with the geological information, a layer will be put down, giving the existing soil the bearing capacity necessary to support the court.
This is to keep an almost constant humidity to the clay and avoids the phenomenon of “necking – swelling” detrimental to stability of tennis.
A drainage system, placed on the platform, will collect and carry away the rain water.
The second phase, consits in building the infrastructure which is the foundation layer. A carefully adjusted blocking filter will be put in place.
At last, following the topography of the terrain, it is essential to anticipate the collection of the water dripping from the exterior of the court.
After this earthwork, the porous concrete slab can be poured in place.
Working with the natural terrain, and in accordance with the geological information, a layer will be put down, giving the existing soil the bearing capacity necessary to support the court.
It consist to implement a quarry material 0/60 to a thickness of 0.25 m, carefully compacted and adjusted to keep an almost constant humidity to the clay and avoids the phenomenon of “necking – swelling” detrimental to stability of tennis.