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all constructed on clay
Relief of hydrostatic pressure
- On the left hand side of the drain the wall is "bleeding" due to seepage of trapped water being released under hydrostatic pressure
- All water on the base has resulted from this "bleeding"
- The site is on "black cotton clay" and there is significant heave at the change from dry to wet seasons. The cells accommodate this heave without fracture.
- No subsurface drains were used
- No expansion joints used
- No non-return valves
- No steel reinforcing required
- The cell fill was 18% "Ashcrete" (waste ash plus cement)
- Drain runs at 8 metres per second
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