Deflection Correction Factor
Deflection Correction Factor
(OP)
I am working on designs for some tunnel liners. the spec calls for using soils with 100 psf cohesion and a deflection correction factor of .6 . I figured out the cohesion issue but cannot find where to use the correction factor. Any help would be appreciated
Richard A. Cornelius, P.E.
WWW.amlinereast.com





RE: Deflection Correction Factor
Richard A. Cornelius, P.E.
WWW.amlinereast.com
RE: Deflection Correction Factor
RE: Deflection Correction Factor
Richard A. Cornelius, P.E.
WWW.amlinereast.com
RE: Deflection Correction Factor