May 9, 2016 #1 geoneeds Geotechnical Joined Nov 21, 2009 Messages 2 Location US Hi We have a Corroded metal crib wall. We proposed at soldier pile wall to replace it. But due to overhead utility lines, that is not feasible. What are the other options? We prefer a top down construction. Thanks.
Hi We have a Corroded metal crib wall. We proposed at soldier pile wall to replace it. But due to overhead utility lines, that is not feasible. What are the other options? We prefer a top down construction. Thanks.
May 9, 2016 #2 SlideRuleEra Structural Joined Jun 2, 2003 Messages 5,527 Location US How about a Segmental Retaining Wall (SRW)? http://www.SlideRuleEra.net http://www.VacuumTubeEra.net Upvote 0 Downvote
May 10, 2016 #3 EireChch Geotechnical Joined Jul 25, 2012 Messages 1,359 Location IE How about a sketch showing retained height, associated utilities.... with soil parameters.... Upvote 0 Downvote
May 10, 2016 #4 PEinc Geotechnical Joined Dec 2, 2002 Messages 4,088 Location US http://www.google.com/patents/US4911582Call Schnabel Foundation Company (not Schnabel Engineering) in their California office. http://www.Schnabel.com http://www.PeirceEngineering.com Upvote 0 Downvote
http://www.google.com/patents/US4911582Call Schnabel Foundation Company (not Schnabel Engineering) in their California office. http://www.Schnabel.com http://www.PeirceEngineering.com