Settingsun
Structural
- Aug 25, 2013
- 1,513
Does anyone have experience and guidance for driving timber piles into pre-bored. rock sockets? The rock is sandstone, medium strength not too far below top of rock. The piles extend above ground as cantilevers subject to lateral loads. There isn't enough sand over the rock to achieve stability of the pile without going into the bedrock.
I've come across an old specification which refers to this method of installation but is a bit light on detail. It's not clear whether the pre-bored hole is smaller than the pile or by how much.
I assume you'd have to trim the pile toes to suit a standard auger size?
The piles are hardwood with bending strength of 55 to 80+ MPa and compression strength of 40 to 70+ MPa (characteristic ultimate values per design code).
I've come across an old specification which refers to this method of installation but is a bit light on detail. It's not clear whether the pre-bored hole is smaller than the pile or by how much.
I assume you'd have to trim the pile toes to suit a standard auger size?
The piles are hardwood with bending strength of 55 to 80+ MPa and compression strength of 40 to 70+ MPa (characteristic ultimate values per design code).