Issue |
E3S Web Conf.
Volume 569, 2024
GeoAmericas 2024 - 5th Pan-American Conference on Geosynthetics
|
|
---|---|---|
Article Number | 24003 | |
Number of page(s) | 7 | |
Section | Infrastructure Improvement 2 | |
DOI | https://doi.org/10.1051/e3sconf/202456924003 | |
Published online | 19 September 2024 |
A study on GCCM (geosynthetic cementitious composite mat) performance improvement by structural composition of woven geotextiles
1 Research & Develop Division, KOTITI Testing & Research Institute, Seongnam 13202, South Korea
2 Sungwoo Construction Co. Ltd., Seoul 05836, South Korea
3 GSI-Korea, Incheon, 22212, South Korea
4 Department of Chemical Engineering, Inha University, Incheon, 22212, South Korea
By applying ‘yarn inlay’ technology using reinforcing fibers, a double raschel GCCM that improved the structural elongation control and reinforcement ability of knitted fabrics was manufactured. In order to improve the cross-sectional reduction of GCCM due to curing shrinkage of concrete, the effects of blowing agent content and concrete filling rate were analysed as a result of the bending strength test, Double raschel GCCM showed the improved brittleness compared to that of general concrete. In addition, it was confirmed that the durability of Double Cell GCCM did not decrease significantly even after 10 days of concrete curing. Finally, the bending strength in special environments such as seawater, freeze-thaw, acidic and alkaline solutions was analysed, and the durability of double raschel GCCM in application environments was confirmed.
© The Authors, published by EDP Sciences, 2024
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