Weightless Material (γ = 0)
A weightless Coulomb
material provides another case where Kötter’s equation can be integrated
directly. Such an idealization is often used for concrete, cast iron, or other
brittle building materials and occasionally for soil such as in the bearing
capacity problems when self weight adds only to the resistance and not the
driving force causing the collapse.
Forγ=0, Equation (12.14b) reduces to
The shape of the curved slip surface on which these
stresses act is easily found by considering Figure 12.8 in conjunction with
Figure 12.6 where the
slip surface a' is the failure surface on which p =σ'csc ϕ is the stress resultant of the frictional component of strength. For γ=0, p acts through 0 in the direction of the secondary slip surface at 90 - ϕ to the failure surface α from the horizontal. Therefore, in polar coordinates
Thus with a frictional component of strength but
neglecting weight, the failure surface is made up of straight line and/or
log spiral sections combined in some way to satisfy the boundary
conditions.
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