Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations cowski on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  • Users: Scottie25
  • Content: Threads
  • Order by date
  1. Scottie25

    Sheet pile be restricted on rock?

    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...
  2. Scottie25

    Reuse bracing members in temporary cofferdam for permanent beams in super-structure?

    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...
  3. Scottie25

    Design and Construction if Diaphragm Wall

    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.
  4. Scottie25

    Cellular Cofferdam to act as permanent foundation

    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...

Part and Inventory Search