Deformation tests of polyester geogrid used in civil engineering


openaccess, Vol. 619 (3) 2024 / wtorek, 26 marca, 2024

(Open Access)

DOI: 10.15199/33.2024.03.07

Górszczyk Jarosław, Malicki Konrad. 2024. Deformation tests of polyester geogrid used in civil engineering. Volume 619. Issue 3. Pages 32-35. Article in PDF file

Accepted for publication: 13.02.2024 r.

Geosynthetics are one of the materials widely used in civil engineering. The article presents the use of a non-contact deformation measurement method (digital image correlation method - DIC) in laboratory test of an orthogonal geogrid. In tests carried out using the tensile method, the distributions of displacements and strains were determined for the entire surface of the tested samples. Moreover, the principal values and principal directionsof the strain tensor were determined. The occurrence of local principal strain accumulations on the surface oftested sampleswas observed. The effectiveness of the use of the digital image correlation (DIC) method in deformation analysis was confirmed.
  1. Zornberg JG. Functions and Applications of Geosynthetics In Roadways. Procedia Eng. 2017; DOI: 10.1016/j.proeng.2017.05.048.
  2. Bednarek W. Wybrane rozwiązania zwiększające trwałość podsypki tłuczniowej eksploatowanej nawierzchni kolejowej. Materiały Budowlane. 2023; DOI: 10.15199/33.2023.10.09.
  3. van Eekelen SJM,Han J.Geosynthetic-reinforced pile-supported embankments: state of the art. Geosynth. Int. 2020;DOI: 10.1680/jgein.20.00005.
  4. Tang X, Stoffels SM, Palomino AM. Mechanistic-empirical approach to characterizing permanent deformation of reinforced soft soil subgrade. Geotext. Geomembr. 2016; DOI: 10.1016/j.geotexmem.2015.06.004.
  5.  JohnsonA. Recommendations for Design and Analysis of Earth Structures using Geosynthetic Reinforcements – EBGEO. Berlin: Deutsche Gesellschaft für Geotechnik, 2011.
  6.  Peng X, Zornberg JG. Evaluation of soilgeogrid interaction using transparent soil with laser illumination. Geosynth. Int. 2019; DOI: 10.1680/jgein.19.00004.
  7.  Górszczyk J, Malicki K. Newapproach to junction efficiency analysis of hexagonal geogrid using digital image correlation method. Geotext. Geomembr. 2023;DOI:10.1016/j.geotexmem.2023.04.009.
  8. Sutton MA, Orteu JJ, Schreier H. Image Correlation for Shape, Motion and Deformation Measurements: Basic Concepts, Theory and Applications. Springer Science & Business Media, 2009.
  9. Tan C-S, Karuppanan S, Khoo S-W.AReview of Surface Deformation and Strain Measurement Using Two-Dimensional Digital Image Correlation. Metrol. Meas. Syst. 2016 Vol 23 No 3 461-480, 2016,Dostęp: 22 listopad 2023. [Online].Dostępne na: https://journals.pan.pl/dlibra/publication/ 121997/edition/106333.
  10.  Górszczyk J, Malicki K, Zych T. Application of Digital Image Correlation (DIC) Method for Road Material Testing. Materials. 2019; DOI: 10.3390/ma12152349.
  11. Jezierski D, i in. A comparison of elastoplastic parameters of S355 steel obtained in tensile tests using an extensometer, a strain gauge and an ARAMIS 3D DIC system. Arch. Civ. Eng. 2022. Dostęp: 22 listopad 2023. [Online]. Dostępne na: https://journals.pan.pl/dlibra/ publication/143034/edition/125674.
  12.  Herbst V, Splitthof K, Ettemeyer A. New Features in Digital Image Correlation Techniques. Warrendale, PA, USA: SAE International, 2005. Dostęp: 22 listopad 2023. [Online]. Dostępne na: https://doi.org/10.4271/2005-01-0897.
  13.  Technical Specyfications. Secugrid® R6”. NAUE GmbH, Germany, 2021.
  14.  EN ISO 10319. Geosynthetics, Wide-Width Tensile Test. European Committee for Standardization: Brussels, Belgium, 2015.
  15.  Digital Image Correlation (DIC) – 3D Full- Field Measurement, Dantec Dynamics – Precision Measurement Systems & Sensors. Dostęp: 21 listopad 2023. [Online]. Dostępne na: https://www.dantecdynamics.com/solutions/digit al-image-correlation-dic/.
dr inż. Jarosław Górszczyk, Politechnika Krakowska, Wydział Inżynierii Lądowej ORCID: 0000-0001-5214-6587
dr inż. Konrad Malicki, Politechnika Krakowska, Wydział Inżynierii Lądowej ORCID: 0000-0002-3493-953X

dr inż. Jarosław Górszczyk, Politechnika Krakowska, Wydział Inżynierii Lądowej ORCID: 0000-0001-5214-6587

 jgorszcz@pk.edu.pl

Full paper:

DOI: 10.15199/33.2024.03.07

Article in PDF file