Daca02
Specifier/Regulator
- Jan 25, 2017
- 3
Looking for input on a timber trench excavation shoring.
The trench is up to 12' deep and 5' wide. The soil is "type B" and is mostly sand. The site is to be dewatered during excavation.
The vertical and horizontal spacing is 4' between cross braces. All material is lumber.
My calculations show the 3x10 horizontal lagging, 3x10 uprights and 6x6 braces should be OK. From what research I've done online most lumber shoring use upright planks for the "sheathing" or a soldier pile and horizontal lagging design.
See attached image for reference.
The trench is up to 12' deep and 5' wide. The soil is "type B" and is mostly sand. The site is to be dewatered during excavation.
The vertical and horizontal spacing is 4' between cross braces. All material is lumber.
My calculations show the 3x10 horizontal lagging, 3x10 uprights and 6x6 braces should be OK. From what research I've done online most lumber shoring use upright planks for the "sheathing" or a soldier pile and horizontal lagging design.
See attached image for reference.