Mar 12, 2007 #1 Catjacob Civil/Environmental Joined Nov 23, 2006 Messages 37 Location GB Is it possoble to do secant bored piled walls on the side slopes of embankment AND a diaphragm wall in the centre of the embankment?? The embankment is 10m wide and 6m high??
Is it possoble to do secant bored piled walls on the side slopes of embankment AND a diaphragm wall in the centre of the embankment?? The embankment is 10m wide and 6m high??
Mar 12, 2007 Thread starter #2 Catjacob Civil/Environmental Joined Nov 23, 2006 Messages 37 Location GB The embankment is 10m wide (at its crest) and 6m high?? Upvote 0 Downvote
Mar 13, 2007 #3 civilperson Structural Joined Jan 13, 2006 Messages 2,399 Location US What angle does the wall need to be? Is the embankment retaining water? What function does the center wall perform? Upvote 0 Downvote
What angle does the wall need to be? Is the embankment retaining water? What function does the center wall perform?
Mar 13, 2007 Thread starter #4 Catjacob Civil/Environmental Joined Nov 23, 2006 Messages 37 Location GB The slope is at about 40 degrees to horiz line. The central walls are designed to support a bridge deck. After the bridge deck or the wall has been in place, a section of the embankment is removed and a new road will be contructed Upvote 0 Downvote
The slope is at about 40 degrees to horiz line. The central walls are designed to support a bridge deck. After the bridge deck or the wall has been in place, a section of the embankment is removed and a new road will be contructed