A Bio-Wicking System to Prevent Frost Heave in Alaskan Pavements: Phase II Implementation

Authors

• Javad Galinmoghadan
• Xiong Zhang
• Chang Lin

Files

Description

Water within pavement layers is the major cause of pavement deterioration. High water content results in significant reduction in soil’s resilient behavior and an increase in permanent deformation. Especially in cold regions, frost heave and thaw weakening cause extensive damage to roads and airfields. Conventional drainage systems can only drain gravity water not capillary water. Both preliminary lab and field tests have proven the drainage efficiency of a newly developed H2Ri geotextile with wicking fabrics. In this report, continuous research was conducted to verify the effectiveness of the wicking fabric in mitigating frost boil issues in Alaskan pavemnets. Two test sections were selected at two low volume roads on the campus of the University of Alaska Fairbanks. Soil moisture and temperature sensors were installed within the road embankments. The monitored data was used to analyze the soil migrations and evaluate the drainage performance of the wicking fabric. Preliminary monitoring results showed that the wicking fabric was effective in mitigating the frost boil problem.

Publication Date

11-17-2019

Keywords

geotextiles, subsurface drainage, unsaturated soils, pavement, frost heave, thaw weakening

Recommended Citation

Galinmoghadan, Javad; Zhang, Xiong; and Lin, Chang, "A Bio-Wicking System to Prevent Frost Heave in Alaskan Pavements: Phase II Implementation" (2019). CESTiCC Project Reports. 46.
https://scholarworks.alaska.edu/uaf_cesticc_project_reports/46

Handle

http://hdl.handle.net/11122/10746