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Soldier Pile Design
Thanks to everyone for helping me out. I think its safe to say LTB is not an issue. The lagging is placed as described earlier because the owner wants to pour concrete in front of the lagging. The owner has already required a 1.5 SF on the wall by requiring KP to be divided by 1.5. Now my only...- smascia87
- Post #7
- Forum: Earth retention engineering
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Soldier Pile Design
The front flange would be the flange away from the retained soil correct? In my case, the lagging is held by angles in between both flanges (connected to the web). If I am to consider LTB, would the unbraced length be the wall height (not including embedment depth)? For the Passive side, do you...- smascia87
- Post #3
- Forum: Earth retention engineering
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Soldier Pile Design
Hello, I am currently trying to check a temporary soldier pile & Lagging Wall design (for estimating purposes). I know how to figure the embedment depth of the piles, but I am having trouble designing the actual soldier pile itself. Should I check LTB? It seems like the SP would be braced by...- smascia87
- Thread
- Replies: 8
- Forum: Earth retention engineering
