Determining the bearing capacity or the material make-up of soil around a building can be done with test holes and soil samples sent to labs. There are situations where the soil type may require special treatment for naturally occurring gases, ground water or weak load carrying capacity.

This work will normally occur before any excavation is planned for a new building or addition to a building. If the strength of the soil on a site is not sufficient or if there are hazardous soil gases present, a geotechnical engineer will be the authority who determines the type corrective work required.

For poor load bearing conditions, the following strategies may be applied:

• Bored pilings - This is a deep, small diameter hole that is dug into poor soil until it reaches a more stable layer. The hole will be back filled with concrete, stone, wood or steel. In some cases, the piling may not sit on a hard layer but will hold in place with friction;
• Grade beams - When pilings are installed, there may be a horizontal structural member installed called a 'grade beam'. This beam will act as foundation support for the building structure above the pilings;
• Compacted Fill - It may be possible to bring in truckloads of crushed stone to fill in around where a foundation will be constructed. This new layer will be laid and compacted as flat as possible, and may require testing to determine its dry density and maximum load bearing capacity - this is called Proctor Compaction testing.

In cases where there are soil gases present, such as radon, it will be necessary to incorporate strategies to mitigate accumulation. For example:

• Impermeable barriers on the exterior of foundation walls and slabs;
• Venting pipes and/or fans to the exterior to allow gases to escape safely away from occupants;
• Radon detectors inside the building.