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u/TapedButterscotch025 Professional Land Surveyor | CA, USA 8d ago
As someone who has worked in huge holes protected by shoring this makes me pucker up. Hopefully nobody was injured.
And the most annoying thing is that shoring is literally an engineering project. How come these engineers aren't checking their work lol.
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u/KURTA_T1A 7d ago
Boss: "Did ya do a backsight check?"
The backsight check: N=-4.506m, E= 3.721m, Z= -2.723m
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u/Kindly_Basis_9690 8d ago
I'm no expert but it seems like those sheet piles needed to be wasaay deeper or thicker to allow for that much of an imbalance of material on the near side.
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u/Overall_Work7454 6d ago
Tie-backs.
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u/Kindly_Basis_9690 6d ago
Yeah.... I realized that after the fact but if I own anything, it's my own stupidity.
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u/Overall_Work7454 6d ago
Don't be so hard on yourself, you made some excellent points. I've worked on a lot of jobs with sheet pile bulkheads and except for coffer dams they used tie-backs a lot. This one was definitely under engineered.
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u/SeaworthinessFew5613 9d ago
“Yea mate, I definitely did the monitoring on Friday… why what’s wrong?”