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 How heavy is to heavy
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06savana

220 Posts

Posted - 02/05/2010 :  22:53:42  Show Profile  Reply with Quote
Had a call the other day from a guy that wants to slab jack a concrete slab. I told him we could probable do it I would have to look at it. Then he told me it had 50 tons on top of it. Has anyone ever jack anything this heavy? I will have to go and look at it to get the size of the slab and the condition of the slab.

Speedy

Canada
4194 Posts

Posted - 02/06/2010 :  07:35:47  Show Profile  Visit Speedy's Homepage  Send Speedy an AOL message  Reply with Quote
50 ton = 100,000lb

If the load is on an area of 10' x 30' = 300 sq ft x 144 (sq in / sq ft) = 43200 sq in

100,000lb / 43200sq in = 2.31481481 psi to lift the load.

Obviously, you'd want to concentrate the mud under the load, a manifold system would likely serve best to distribute the pressure evenly under the load, and to lift the remaining area too.

I think you'd want to monitor the lift as it's going on with survey instruments. Might be a good one to hire an engineering firm to consult on. there's a little more at stake than a backyard patio or driveway. This is worth some damn good $$$$.

If you can't fix it with a hammer....you've got an electrical problem.
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Godfather

USA
1909 Posts

Posted - 02/06/2010 :  09:24:50  Show Profile  Reply with Quote
Anyone with a 50 ton load surely has drawings on this installation.

Don't forget to ask what utilities might be running under the slab. Y' might be grouting all the way back to a control room panel.
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terry

421 Posts

Posted - 02/06/2010 :  13:33:53  Show Profile  Visit terry's Homepage  Reply with Quote
You would think it should have been on an isolated machinery base.
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06savana

220 Posts

Posted - 02/06/2010 :  14:38:24  Show Profile  Reply with Quote
I did not ask to many questions as he was not in a hurry to get this done and I would rather look at a project over having someone explain it to me. But I think it is a prestressed slab that has been moved in and something put on top of it. I am sure it is outside hope he can wait till Spring.
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b.alto

USA
1001 Posts

Posted - 02/07/2010 :  13:24:08  Show Profile  Reply with Quote
The mud would have to spread out to the 10'x 30' area to get that 2.3psi lift. A space under the slab would help to get the mud to spread out. If the mud only spreads out 10'x10' then thats 100sq ft x 144 = 14,400 sq inches / 50,000lb = 3.2 psi It should work, on paper no problem. You'd have to have a good mix of mud. Start out thin to get it spreading out then thicken it up to get some lift.
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