Performance of an air convection embankment over ice-rich permafrost: instrumentation, monitoring, and modeling

• Main Author: Jensen, David D.
• Other Authors: Darrow, Margaret M., Shur, Yuri, Huang, Scott L.
• Format: Thesis
• Language: English
• Published: 2015
• Subjects: Fairbanks; Tac; Ice; permafrost; Alaska
• Online Access: http://hdl.handle.net/11122/5745

Thesis (M.S.) University of Alaska Fairbanks, 2015 Construction and monitoring of roadway embankments over ice-rich permafrost present unique challenges. The air convection embankment (ACE) is a relatively new design developed to reduce thaw settlement over ice-rich permafrost. Monitoring ACE temperatures and deformation allows for evaluation of embankment performance to improve ACE designs, and numerical modeling of an ACE can be used to estimate long-term thermal stability. For this research, geotechnical instrumentation was installed in an ACE with thermal berm located near Chicken, Alaska. A digital temperature acquisition cable (TAC) and a MEMS-based in-place inclinometer were installed at the base of the embankment and evaluated for performance over a one-year period, and two-dimensional thermal modeling of the ACE and thermal berm was conducted. Temperature and deformation measurements from the site were analyzed to assess embankment performance, while modeled and measured embankment temperatures were compared to assess model validity. Results suggest that the TAC and in-place inclinometer demonstrate acceptable performance for monitoring embankment temperature and deformation, respectively, over ice-rich permafrost. The modeled embankment temperatures demonstrated a similar trend to measured temperatures, with temperatures beneath the thermal berm warmer than beneath the ACE; however, the mean modeled temperatures differed from those measured by -5°F for the thermal berm and -2°F and -9°F for a snow-covered and plowed ACE, respectively. Model results for a plowed ACE showed increased performance and a 7°F decrease in mean annual temperature compared to a snow covered ACE. Numerical modeling results and measured embankment temperatures and deformation suggest the ACE will remain stable while the thermal berm will experience thaw settlement until thermal equilibrium is reached. Foundation soil temperatures are expected to grow colder beneath the ACE and warmer beneath the thermal berm. Chapter 1. ...