Oct 26, 2010 #1 edward1 Geotechnical Dec 27, 2001 137 I am attempting hand calcs of the t-wall system to confirm the stability of a design. Anyone seen a textbook type analysis of this?
I am attempting hand calcs of the t-wall system to confirm the stability of a design. Anyone seen a textbook type analysis of this?
Oct 26, 2010 #2 PEinc Geotechnical Dec 2, 2002 4,085 No, but I believe that the analysis is similar to a bin or crib wall where you assume that the open rear T-Wall face is closed. http://www.PeirceEngineering.com Upvote 0 Downvote
No, but I believe that the analysis is similar to a bin or crib wall where you assume that the open rear T-Wall face is closed. http://www.PeirceEngineering.com
Oct 26, 2010 Thread starter #3 edward1 Geotechnical Dec 27, 2001 137 PEinc, Thanks, that is very helpful. I can see that it is similar to other segmental retaining walls. Ed Upvote 0 Downvote
PEinc, Thanks, that is very helpful. I can see that it is similar to other segmental retaining walls. Ed
Oct 27, 2010 #4 PEinc Geotechnical Dec 2, 2002 4,085 I assume that you have reviewed the information on the following web site. http://www.neelco.com/tw.php4?p=dsgn&f=design http://www.PeirceEngineering.com Upvote 0 Downvote
I assume that you have reviewed the information on the following web site. http://www.neelco.com/tw.php4?p=dsgn&f=design http://www.PeirceEngineering.com
Oct 27, 2010 Thread starter #5 edward1 Geotechnical Dec 27, 2001 137 PEinc, Thanks, I have. I also have a computer output from this company for a 20 feet t-wall design and this should help to see what assumptions were used in this design. Ed Upvote 0 Downvote
PEinc, Thanks, I have. I also have a computer output from this company for a 20 feet t-wall design and this should help to see what assumptions were used in this design. Ed
