Resilient modulus characterization of Alaskan granular base materials.
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2010-08-01
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Edition:Final report.
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Abstract:When spring comes to cold regions, the active layer (the top few feet of soil that freezes and thaws seasonally) thaws quickly, while ; deeper soil remains frozen. The active layer becomes saturated with water from snowmelt that collects atop the frozen layer. In these ; circumstances, roads across Alaska almost “float” on a soft foundation. Too often, poorly supported pavement buckles and sags under ; the weight of heavy tractor trailers and other vehicles, and it remains deformed once the soils drain and re-stabilize. One way to reduce ; this damage is to control the amount of fines (essentially rock dust) in a pavement mixture. This project investigated base course ; materials commonly used in Alaska’s roads. Liu’s team observed changes in the stiffness of the materials, as well as how their soilwater ; characteristics change under freeze-thaw cycles, and how different percentages of fines and moisture influence material ; properties. Field tests in Alaska’s three DOT&PF regions and subsequent lab research have been completed. Data from this study will ; be used to produce better pavement designs, particularly in some rural areas, where project engineers might be forced to use locally ; available material with high fines content.
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Main Document Checksum:urn:sha-512:f06d04bc497380da13a60629caa208994e963af1bebf744d121f419986d8dd92ebbecb07a09078060a8d4803543fc5c4505697c610787eb627aef42089256d51