![](https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhVKqBcoqbkTc5Kr5ZnPpoyhwgAHgoOaSLooCyEfkBhfhUVZ6FdH-xG5HTYOSgGCD__L7lYuRZXPFnFQAslP1qLAgbltC0WfYc6uk6ZkgD4K4nbT_5G8n3VAh6IoBFUioCXrH2gCRD12vg/s400/DSCF1344.jpg)
Pictured here is vibro compaction of the ground to increase bearing capacity. This will facilitate the use of traditional pad and strip foundations. The process took just 4 days for a footprint of 1000 sq.m. The 'pile' is driven in by both loading and high freguency vibration then hard rock (limestone) is poured in and compacted to form a stone 'pile'. A computer in the cab tells when bearing capacity is achieved. No driving of piles and no delay for testing. The 'piles' were anticipated to be 4 metres long but favourable ground conditions meant most were around 2.5m. Some were as little as 1 metres and ironically will be lost when the pad footings are excavated!
More progress photo's soon.....
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