My anchored sheet pile design requires a sheet pile depth of 6m in foundation soil however there is bedrock located from 3m below foundation soil in some places. Is there a method available to hammer or secure the sheet pile to the bedrock without damage to the sheet pile? The bedrock is quite...
So the temporary cofferdam is being constructed in a large Estuary and within it a retaining built for the perimeter of reclaimed land. the cofferdam is to hold back 6m of water to river bed level. In bracing the cofferdam internally I was wondering whether it is possible to reuse these...
Sorry gentlemen, Tried to keep it concise and general. Here's a bit more info.
Going to be reclaiming land (Crushed, graded and cleaned gravel demolition waste).
Going to construct diaphragm wall in reclaimed land, maximum depth to bedrock from surface of land reclaim is 20m.
Then excavate...
Would anyone please be able to provide me with information on the design and construction of Diaphragm Walls?
Going to be constructed at a coastal location approximately 15m high embedded into rock and a column of building coming down on its top.
I am designing foundations for a large Museum that is to be built in a river. The river bed consists of a couple metres of alluvium (both cohesive and granular) and some glacial deposits on top of bed rock, andesite. I was thinking of doing a land reclaim however I am not allowed to just back...
