Issue |
E3S Web Conf.
Volume 368, 2023
4th African Regional Conference on Geosynthetics (GeoAfrica 2023)
|
|
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Article Number | 02021 | |
Number of page(s) | 9 | |
Section | TECHNICAL PAPERS: Reinforcement | |
DOI | https://doi.org/10.1051/e3sconf/202336802021 | |
Published online | 17 February 2023 |
Comparison between uniaxial and pull-out tests setup for polyester and HDPE geogrids
1 Soil Mechanics and Foundation Engineering Group, Structural Engineering Department, Ain Shams University, Cairo, Egypt
2 Construction Research Institute, National Water Research Centre, Al Qalyubia, Egypt
* Corresponding author: mohamed.salah@eng.asu.edu.eg
Uniaxial tensile and/or pull-out tests are performed to obtain the stress-strain curve of geogrids. The clamp lining in contact with a specimen in the uniaxial tensile test or the grit of a sandpaper clamp liner in a pull-out test affects the results. In this study, one geogrid made of polyester and another one made of high-density polyethylene (HDPE) are tested in the uniaxial tensile test using various clamps and in pull-out test using sandpapers of different grits. Based on the results obtained, it is recommended to test HDPE in uniaxial tests with serrated steel-lined clamps and in pull-out tests with sandpaper (grit 180) lined clamps. A polyester geogrid shall be tested in uniaxial tests with plastic-lined clamps and in pull-out tests with sandpaper (grit 400) lined clamps.
© The Authors, published by EDP Sciences, 2023
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