GeoSpan® and GeoVoid® compressible fill materials are expanded
polystyrene (EPS) products designed to act as a compressible
medium between swelling soils and structural elements. Where
long-term soil movement can be predicted, Plasti-Fab compressible
fill materials can be designed to reduce the forces that
would be induced on structures by soil movement thus reducing
the likelihood of damage to the structure above.
Where swelling or shrinking soils are known to be present, National Building Code of Canada (NBC) provisions require that soil movement be provided for in the design of structures likely to be damaged. GeoSpan and GeoVoid compressible fill material properties assist designers in addressing the NBC requirements as follows:
1. Plasti-Fab compressible fill materials are designed specifically to meet the structure requirements for each application.
2. Compressible fill materials are available in a range of compressive resistance to permit design for light structural to heavy structural elements.
3. Compressible fill material design criteria are provided for each
application in a design summary for review by the project design
4. Compressible fill material properties are not affected by the presence of water on the short term nor are they dependent upon the presence of moisture on the long term.
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Part 4, Structural Design:
18.104.22.168. Swelling and Shrinking Soils 1) Where swelling or shrinking soils,
in which movements resulting from moisture content changes may be sufficient to cause damage to a structure, are encountered or known to exist, such a condition shall be fully investigated and provided for in the design.
Part 9, Housing and Small Buildings:
22.214.171.124. Soil Movement
1) Where a foundation is located in an area where soil
movement caused by changes in soil moisture content,
freezing, or chemical-microbiological oxidation is known to
occur to the extent that it will damage a building, measures
shall be taken to preclude such movement or to reduce its
effects on the building so that the building’s stability and the performance of assemblies will not be adversely affected.
|Required Project Data for GeoSpan and GeoVoid Compressible Fill Material Design|
GeoSpan thickness (t) is determined using the equation:
t = Soil Swell (mm) x 100
Final GeoSpan % Strain
GeoVoid design for each application is determined based
upon the thickness (t) and depth (d) of the GeoVoid
compressible fill material.