Bigl, S.R. and R.L. Berg (1996b) Material test-
evaluation. Part 3. Laboratory tests on soils from
ing and initial pavement design modeling: Minne-
Albany County Airport. USA Cold Regions Re-
sota Road Research Project. USA Cold Regions
search and Engineering Laboratory, CRREL Re-
Research and Engineering Laboratory, CRREL Re-
port 87-2.
port 96-14, Mn/DOT Report 96-23.
Gardner, W.R. (1958) Some steady-state solu-
Chamberlain, E.J. (1986) Evaluation of selected
tions of the unsaturated flow equation with appli-
frost susceptibility test methods. USA Cold Re-
cation to evaporation from a water table. Soil Sci-
gions Research and Engineering Laboratory,
ence, 88: 228232.
CRREL Report 86-14.
Ingersoll, J. (1981) Method for coincidentally
Chamberlain, E.J. (1987) A freeze thaw test to
determining soil hydraulic conductivity and mois-
determine the frost susceptibility of soils. USA
ture retention characteristics. USA Cold Regions
Cold Regions Research and Engineering Labora-
Research and Engineering Laboratory, Special Re-
tory, Special Report 87-1.
port 81-2.
Cole, D.M., D. Bentley, G.D. Durell and T.
Tice, A. R., J. L. Oliphant, Y. Nakano and T. F.
Johnson (1986) Resilient modulus of freeze-thaw
Jenkins (1982) Relationship between the ice and
affected granular soils for pavement design and
unfrozen water phases in frozen soil as deter-
evaluation. Part 1. Laboratory tests on soils from
mined by pulsed nuclear magnetic resonance and
Winchendon, Massachusetts, test sections. USA
physical absorption data. USA Cold Regions Re-
Cold Regions Research and Engineering Labora-
search and Engineering Laboratory, CRREL Re-
tory, CRREL Report 86-4.
port 82-15.
U. S. Department of Defense (1964) MIL-STD-
Cole, D.M., D. Bentley, G.D. Durell and T.
Johnson (1987) Resilient modulus of freeze-thaw
621A, Test methods for pavement subgrade, sub-
affected granular soils for pavement design and
base, and base-course materials.
20
Previous Page
