What would an acceptable deflection value be for a temp. sheet pile retaining a paved road
What would an acceptable deflection value be for a temp. sheet pile retaining a paved road
(OP)
Hi ,
Am designing a temp sheet pile meant to retain a paved road, and its only temporary, but what deflection value is usually the cutoff line, I believe that there no standard for this value but am asking based on your experience.
Thanks
Am designing a temp sheet pile meant to retain a paved road, and its only temporary, but what deflection value is usually the cutoff line, I believe that there no standard for this value but am asking based on your experience.
Thanks





RE: What would an acceptable deflection value be for a temp. sheet pile retaining a paved road
RE: What would an acceptable deflection value be for a temp. sheet pile retaining a paved road
Mike Lambert
RE: What would an acceptable deflection value be for a temp. sheet pile retaining a paved road
Their deflection limits are a half inch max. Pretty stringent!
RE: What would an acceptable deflection value be for a temp. sheet pile retaining a paved road