mullfitz
27th September 2007, 09:35 PM
If your soil test said this
(in brief)
5.0 CONSTRUCTION RECOMMENDATIONS
(a)
Due to the presence of bedrock at relatively shallow depths on this site it is likely that significant to extreme difficulty may be encountered when undertaking excavations into this rock. It should also be noted that it is possible that rock breaking equipment and/or blasting may be required if excavations into the bedrock are proposed at this site.
Note that where naturally occurring rock makes it difficult to excavate the footing/slab beam trenches to the full depth required, the footing/slab beam may be replaced by a leveling pad of mortar or concrete in accordance with clause 3.1.8 of AS 2870 1996.
Which stumping system would you use
http://www.mega-anchor.com.au/ or http://www.bluescopesteel.com.au/go/product/lysaght-uni-pier
would like your thoughts
cheers
(in brief)
5.0 CONSTRUCTION RECOMMENDATIONS
(a)
Due to the presence of bedrock at relatively shallow depths on this site it is likely that significant to extreme difficulty may be encountered when undertaking excavations into this rock. It should also be noted that it is possible that rock breaking equipment and/or blasting may be required if excavations into the bedrock are proposed at this site.
Note that where naturally occurring rock makes it difficult to excavate the footing/slab beam trenches to the full depth required, the footing/slab beam may be replaced by a leveling pad of mortar or concrete in accordance with clause 3.1.8 of AS 2870 1996.
Which stumping system would you use
http://www.mega-anchor.com.au/ or http://www.bluescopesteel.com.au/go/product/lysaght-uni-pier
would like your thoughts
cheers