TY - GEN
T1 - SEM Analyses on the Long-Term Drainage Performance of a New Wicking Fabric
AU - Lin, Chuang
AU - Zhang, Xiong
N1 - Publisher Copyright:
© 2019 American Society of Civil Engineers.
PY - 2019
Y1 - 2019
N2 - A new woven geotextile with wicking fibers (also named as "wicking fabric") has been recently developed to deal with excess water within pavement structures. The wicking fibers have specially designed deep grooves that can maintain saturated to hold and transport water under unsaturated conditions. Both laboratory and field tests have proven the effectiveness of the wicking fabric in dehydrating the road embankment. In the engineering applications, the wicking fabric was exposed to the surface of the road embankment for the water evaporation purpose. The long-term drainage performance of the wicking fabric may be influenced by such potential issues as the permanent deformation, clogging, salt concentration, and mechanical failure of the wicking fibers. To evaluate the long-term drainage performance of the wicking fabric, samples were collected from a field test section. A scanning electron microprobe (SEM) was used to analyze the severities of the potential issue. Test results indicated that the permanent deformation is expected in the wicking fabric. However, the wicking fabric can still work effectively to wick water out of pavement structures.
AB - A new woven geotextile with wicking fibers (also named as "wicking fabric") has been recently developed to deal with excess water within pavement structures. The wicking fibers have specially designed deep grooves that can maintain saturated to hold and transport water under unsaturated conditions. Both laboratory and field tests have proven the effectiveness of the wicking fabric in dehydrating the road embankment. In the engineering applications, the wicking fabric was exposed to the surface of the road embankment for the water evaporation purpose. The long-term drainage performance of the wicking fabric may be influenced by such potential issues as the permanent deformation, clogging, salt concentration, and mechanical failure of the wicking fibers. To evaluate the long-term drainage performance of the wicking fabric, samples were collected from a field test section. A scanning electron microprobe (SEM) was used to analyze the severities of the potential issue. Test results indicated that the permanent deformation is expected in the wicking fabric. However, the wicking fabric can still work effectively to wick water out of pavement structures.
UR - https://www.scopus.com/pages/publications/85063571751
U2 - 10.1061/9780784482087.029
DO - 10.1061/9780784482087.029
M3 - 会议稿件
AN - SCOPUS:85063571751
SN - 9780784482087
T3 - Geotechnical Special Publication
SP - 313
EP - 321
BT - Geotechnical Special Publication
A2 - Meehan, Christopher L.
A2 - Kumar, Sanjeev
A2 - Pando, Miguel A.
A2 - Coe, Joseph T.
PB - American Society of Civil Engineers (ASCE)
T2 - 8th International Conference on Case Histories in Geotechnical Engineering: Earth Retaining Structures and Geosynthetics, Geo-Congress 2019
Y2 - 24 March 2019 through 27 March 2019
ER -