Assessment of the Tube Suction Test for Identifying Non-Frost-Susceptible Soils Stabilized with Cement
Frost heave is a primary mechanism of pavement distress in cold regions. The distress exhibited is dependent on the frost susceptibility of the soil within the depth of frost penetration, the availability of subsurface water, and the duration of freezing surface temperatures. Cement stabilization is...
Main Author: | Crook, Amy Lyn |
---|---|
Format: | Others |
Published: |
BYU ScholarsArchive
2006
|
Subjects: | |
Online Access: | https://scholarsarchive.byu.edu/etd/804 https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1803&context=etd |
Similar Items
-
Some considerations of in-situ frost heaving.
by: Janiga, Paul Vincent
Published: (1970) -
Development of a Frost Heave Test Apparatus
by: Lay, Russell David
Published: (2005) -
Evaluation and application of ice segregation parameters for frost heave prediction
by: Ito, Yuzuru, 1958-
Published: (2012) -
Effects of Thermal Gradient and Fines Content on Frost Heave of an Alaska Base Material
by: Homewood, Adam Ray
Published: (2010) -
Frost Susceptibility of Base Materials Treated with Asphalt Emulsion
by: Anderson, Noelle
Published: (2013)