TM 5-818-7
heave for this case will be
(0.93) (2.79)
CT=
= 0.564
(100) (0,046)
vantage of this latter approach is that the equilibrium
matrix suction or pore water pressure profile is not
known, except that the final matrix suction will be
small and probably close to the saturated profile (equa-
tion (5-3)). The program HEAVE will compute the po-
tential heave for this case as well as those shown in fig-
ure 5-1.
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