Geotechnical Engineering
Geotechnical Engineering
(OP)
Can someone illustrate use of the 2-to-1 rule in settlement analysis. Thanks!
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RE: Geotechnical Engineering
Q/(m*n). At depth z the contact stress would be
Q/((m+z)*(n+z). This is becuse th half width, in say the m dimension would be m/2 +z/2.
RE: Geotechnical Engineering
ht