TM 5-852-5/AFR 88-19, Volume 5
solutions, such as assuming a step change in surface
where
temperature or neglecting the soil temperature
k
changes, they generally overestimate the maximum
above the freezing isotherm, kf for frost
freezing isotherm depths for the given conditions
penetration and kt for thawing calcula-
and are, therefore, conservative for engineering
tions, BTU/hrftEF.
applications. They are generally Neumann or Stefan-
based solutions which have the basic form:
L = volumetric latent heat of the material
undergoing phase change, BTU/cf (for
X = m(Ig)
(eq 12-3)
water L = [(144 BTU/lb) (62.4
pcf) ] = 8986 BTU/cf)
where
C = volumetric heat capacity of the material
above the freezing isotherm, Cf or C1.
X = depth of freezing or thawing, feet
For thawed soil: Ct = ( [ Cs + Cw
(w/100) ] and for frozen soil: Cf = ([ Cs
m = coefficient of proportionality
+ Ci(w/100)]
Ig = ground surface freezing (If) or
( = dry unit weight of soil, pcf
thawing (It) index, EFhr
Cs = mass heat capacity of mineral matter in
The following equations incorporate various as-
soil; assume a value of 0.2 BTU/lb
sumptions, and are useful for specific conditions:
Cw = mass heat capacity of water = 1.0
BTU/lb
Ci = mass heat capacity of ice, assumed value
of 0.5 BTU/lb
w = moisture content of soil, %
Tm = mean annual site temperature, EF
t
= freezing or thawing period, consistent
units
To = freezing point, 32EF for water
d
= thickness of layer of material, feet
8 = a correction coefficient which takes into
consideration the effect of temperature
change in the soil, and primarily
accounts for the volumetric specific heat
effects. It is a function of two
parameters. the thermal ratio (a) and the
fusion parameter (), and is determined
from figure 12-11:
Ts = Ig/t, surface freezing or thawing index
divided by the time period t, EF.
Subscripts f and t refer to freezing and thawing, and
subscripts 1 and 2 refer to the surface layer and the
underlying material (all symbols are also defined in
table 12-1).
12-14