Please use this identifier to cite or link to this item:
|Title:||Resilient modulus of freeze-thaw affected granular soils for pavement design and evaluation. Part 2, Field validation tests at Winchendon, Massachusetts, test sections|
|Authors:||United States. Federal Aviation Administration.|
United States. Federal Highway Administration.
Johnson, T. C. (Thaddeus C.)
Bentley, D. L.
Cole, David M.
Elastic layered system analysis
Falling weight deflectometer tests
Nonlinear materials characterizations
Repeated load plate-bearing tests
Repeated load triaxial tests
Seasonal change in modulus
Unbound base course
|Publisher:||Cold Regions Research and Engineering Laboratory (U.S.)|
Engineer Research and Development Center (U.S.)
|Series/Report no.:||CRREL report ; 86-12.|
Abstract: Stress-deformation data for six granular soils ranging from sandy silt to dense-graded crushed stone were obtained from in-situ tests and laboratory tests. Surface deflections were measured in the in-situ tests, with repeated-load plate-bearing and falling-weight deflectometer equipment, when the six granular soils were frozen, thawed, and at various stages of recovery from thaw weakening. The measured deflections were used to judge the validity of procedures developed for laboratory triaxial tests to determine nonlinear resilient moduli of specimens in the frozen, thawed, and recovering states. The validity of the nonlinear resilient moduli, expressed as functions of externally applied stress and moisture tension, was confirmed by using the expressions to calculate surface deflections that were found to compare well with deflections measured in the in-situ tests. The tests on specimens at various stages of recovery are especially significant because they show a strong dependence of the resilient modulus on moisture tension, leading to the conclusion that predictions or in-situ measurements of moisture tension can be used to evaluate expected seasonal variation in the resilient modulus of granular soils.
|Rights:||Approved for public release; distribution is unlimited.|
|Appears in Collections:||CRREL Report|