Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
MGT1000-based geotextile free-end anchorage pullout test study
The pull-out test is a methodology employed for the evaluation of various critical mechanical performance parameters of materials, and it holds significant importance in the realms of material selection, design, and quality control. In this study, the tensile testing standards were combined with the characteristics of the MGT1000 testing apparatus. Test sand and geotextile material were selected to investigate the influence of normal pressure, geotextile free-end wrapping height, and length on the tensile strength of the geotextile material. The experimental results reveal that, under various normal pressures, the relationship between tensile displacement and tensile force exhibits consistent trends. Without wrapping, the tensile force of the reinforcement material gradually stabilizes after reaching its peak. Conversely, when wrapping is employed, the tensile force of the reinforcement material progressively increases with the increase in tensile displacement. Employing wrapping at the free end of the geotextile material significantly enhances anchoring strength.
MGT1000-based geotextile free-end anchorage pullout test study
The pull-out test is a methodology employed for the evaluation of various critical mechanical performance parameters of materials, and it holds significant importance in the realms of material selection, design, and quality control. In this study, the tensile testing standards were combined with the characteristics of the MGT1000 testing apparatus. Test sand and geotextile material were selected to investigate the influence of normal pressure, geotextile free-end wrapping height, and length on the tensile strength of the geotextile material. The experimental results reveal that, under various normal pressures, the relationship between tensile displacement and tensile force exhibits consistent trends. Without wrapping, the tensile force of the reinforcement material gradually stabilizes after reaching its peak. Conversely, when wrapping is employed, the tensile force of the reinforcement material progressively increases with the increase in tensile displacement. Employing wrapping at the free end of the geotextile material significantly enhances anchoring strength.
MGT1000-based geotextile free-end anchorage pullout test study
Advances in Engineering res
Bilgin, Hüseyin (Herausgeber:in) / Wen, Jiwei (Herausgeber:in) / Rahhal, Muhsin Elie (Herausgeber:in) / Jiang, Yingle (Autor:in) / Wu, Di (Autor:in) / Yang, Shuisheng (Autor:in) / Wei, Guofei (Autor:in) / Liu, Hua (Autor:in) / Li, Zongzheng (Autor:in)
International Conference on Civil Engineering, Environment Resources and Energy Materials ; 2023 ; Xiamen, China
14.12.2023
10 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Pullout Resistance of Geotextile
| British Library Conference Proceedings | 1997
Geotextile friction mobilization during field pullout test
| Online Contents | 1998
Displacement controlled pullout test of geotextile in granular soil
| British Library Conference Proceedings | 1996
Numerical Simulation Study of Geotextiles Free-End Anchorage Pullout Tests
| Springer Verlag | 2023
Soil/Geotextile Interface Behaviour in Direct Shear and Pullout Movements
| Online Contents | 2010