Soil Heave – Protecting the Slab During Construction
There has been a lot of talk in the Melbourne papers recently about ‘Slab Heave’ when Building on Clay so I thought I would explain how to minimise the risk during construction.
A key issue when building on clay is to avoid any extra moisture getting into the clay under the slab. causing the clay to swell, by keeping the area around the slab well drained.
This is particularly important where part of the slab is below the natural ground level such as when ‘Cut and Fill’ is required to get a level site.
Detail For Protection Against Soil Heave
The diagram below shows what you should be looking for, during construction, to protect the ground under your slab from gaining moisture.
The key issues are:
- The excavated surface falls away from the edge of the slab for at least 1m with a minimum drop of 75mm.
- Where the water will not continue to flow away from the slab an Aggi Drain in a granular back filled trench should be provided. This drain should be a minimum of 100mm below the surface level of the clay and fall to a suitable discharge point.
- Any trench in the area between the slab and the aggi drain should be topped with well compacted clay to ensure there is no easy passage for water to penetrate under the slab.
- Roof drainage should be connected to a suitable point of discharge as soon as possible after the roofing material is fixed. (See Temporary Downspout)
Although the requirement for an aggi drain is not as critical where the ground slopes away from the slab, it is nevertheless good practice to have one.
Also see Agricultural Drains