Zambo
Civil/Environmental
- Jun 5, 2003
- 697
We are designing a block paving storage area. The existing ground is reclaimed land which is sand 6m deep with underlying silt.
The requirement is for a storage area which will hold fabricated units up to 100 tonne and containers. Axle loads are generally 10 tonne per axle, but the heaviest loadings may be those from top loading forklifts carrying 40 foot containers.
The plan is to excavate to formation in the existing sand, compact and then lay an unreinforced concrete slab. Block pavers will be laid on a 50mm coarse sand bed.
Any recommendations on the slab thickness? or advice in general on the proposal?
The requirement is for a storage area which will hold fabricated units up to 100 tonne and containers. Axle loads are generally 10 tonne per axle, but the heaviest loadings may be those from top loading forklifts carrying 40 foot containers.
The plan is to excavate to formation in the existing sand, compact and then lay an unreinforced concrete slab. Block pavers will be laid on a 50mm coarse sand bed.
Any recommendations on the slab thickness? or advice in general on the proposal?