TY - JOUR
T1 - Field performance of woven geotextiles in unpaved roads under seasonal climate loadings
AU - Hasheminezhad, Araz
AU - Ceylan, Halil
AU - Kim, Sunghwan
AU - Tutumluer, Erol
N1 - The research is supported by the Iowa Highway Research Board (IHRB) and Iowa Department of Transportation (Iowa DOT) (Grants TR-799).
Authors gratefully acknowledge Iowa Highway Research Board (IHRB) and Iowa Department of Transportation (Iowa DOT) supporting this study. The project technical advisory committee members, Tom Anderson, Brandon Billings, Lee Bjerke, Shelene Codner, Vanessa Goetz, Zach Gunsolley, Brian Keierleber, Todd Kinney, Ronald Knoche, Brian Moore, Mark Nahra, Clayton Ohrt, John Riherd, Chad Stobbe, Brad Skinner, Jacob Thorius, and Jennifer Wright, are gratefully acknowledged for their guidance, support, and direction throughout the study. The authors acknowledge with deep appreciation Solmax's unwavering support, and this appreciation is extended to all the enthusiastic and hardworking Solmax site engineers and technicians who carefully carried out all the site activities. The technical support of Solmax is greatly appreciated. The authors would also like to express their sincere gratitude to, including, but not limited to, the Michigan State University (MSU) research team participating in this IHRB/Iowa DOT sponsored research project and other research team members from ISU's PROSPER at the InTrans for their assistance.
PY - 2025/11
Y1 - 2025/11
N2 - While woven geotextiles are known to enhance soil structure by providing mechanical reinforcement and facilitating drainage, thereby reducing moisture content in pavement layers, full-scale field studies validating their performance on unpaved roads remain limited. This paper presents field installation, sensor instrumentation, and performance monitoring of two woven geotextiles applied to unpaved roads in Iowa, United States. The study involved installing moisture and temperature sensors at three depths within the base and subgrade layers across three test sections: two with different woven geotextiles and one control section without geosynthetics. The sections were subjected to real traffic loads, including heavy trucks and farm equipment as well as variable precipitation and temperature conditions throughout the monitoring period. Results showed that both woven geotextiles effectively reduced volumetric water content (VWC) in the subgrade compared to the control. While both performed similarly in moisture control, differences were observed in drainage capacity, influenced by the specific properties of each material. Despite reduced water flow and increased soil moisture under colder conditions, both geotextiles maintained consistent performance. The woven geotextile-stabilized sections also exhibited significantly less deformation, demonstrating improved soil strength and stiffness.
AB - While woven geotextiles are known to enhance soil structure by providing mechanical reinforcement and facilitating drainage, thereby reducing moisture content in pavement layers, full-scale field studies validating their performance on unpaved roads remain limited. This paper presents field installation, sensor instrumentation, and performance monitoring of two woven geotextiles applied to unpaved roads in Iowa, United States. The study involved installing moisture and temperature sensors at three depths within the base and subgrade layers across three test sections: two with different woven geotextiles and one control section without geosynthetics. The sections were subjected to real traffic loads, including heavy trucks and farm equipment as well as variable precipitation and temperature conditions throughout the monitoring period. Results showed that both woven geotextiles effectively reduced volumetric water content (VWC) in the subgrade compared to the control. While both performed similarly in moisture control, differences were observed in drainage capacity, influenced by the specific properties of each material. Despite reduced water flow and increased soil moisture under colder conditions, both geotextiles maintained consistent performance. The woven geotextile-stabilized sections also exhibited significantly less deformation, demonstrating improved soil strength and stiffness.
KW - Geosynthetics
KW - Resiliency
KW - Unpaved road
KW - Volumetric water content
KW - Woven geotextiles
UR - https://www.scopus.com/pages/publications/105015572103
UR - https://www.scopus.com/pages/publications/105015572103#tab=citedBy
U2 - 10.1016/j.trgeo.2025.101714
DO - 10.1016/j.trgeo.2025.101714
M3 - Article
AN - SCOPUS:105015572103
SN - 2214-3912
VL - 55
JO - Transportation Geotechnics
JF - Transportation Geotechnics
M1 - 101714
ER -