Aug 2, 2006 #1 cap4000 Civil/Environmental Joined Sep 21, 2003 Messages 555 Location US I have a soldier pile wall to design in clay then massive bedrock below. Has anyone ever used the Stabilty Number Method to determine temporary lagging wall or HPile pressures for an 8 foot soil cut?? Thanks in Advance.
I have a soldier pile wall to design in clay then massive bedrock below. Has anyone ever used the Stabilty Number Method to determine temporary lagging wall or HPile pressures for an 8 foot soil cut?? Thanks in Advance.