Passive Pressure on Grade Beam
Passive Pressure on Grade Beam
(OP)
I curious about much deflection generally must occur to develop passive pressure in side bearing due to a lateral force on a concrete grade beam.
Does anyone have any insight on general values or how one would analyze this?
Does anyone have any insight on general values or how one would analyze this?





RE: Passive Pressure on Grade Beam
Mike McCann
MMC Engineering
Motto: KISS
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RE: Passive Pressure on Grade Beam