Proceedings of the 2023 5th International Conference on Civil Engineering, Environment Resources and Energy Materials (CCESEM 2023)

<Previous Article In Volume

MGT1000-based geotextile free-end anchorage pullout test study

Authors
Yingle Jiang1, Di Wu1, Shuisheng Yang2, *, Guofei Wei1, Hua Liu1, Zongzheng Li1
1School of Architecture and Transportation Engineering, Guilin University of Electronic Technology, Guilin, Guangxi, 541200, China
2Jiangxi Provincial Highway Scientific Research and Design Institute Co, LTD., Nanchang, Jiangxi, 330002, China
*Corresponding author. Email: 1065185725@qq.com
Corresponding Author
Shuisheng Yang
Available Online 14 December 2023.
DOI
10.2991/978-94-6463-316-0_44How to use a DOI?
Keywords
MGT1000; geotextiles; pullout testing; wrapping; testing machine
Abstract

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.

Copyright
© 2023 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Download article (PDF)

<Previous Article In Volume
Volume Title
Proceedings of the 2023 5th International Conference on Civil Engineering, Environment Resources and Energy Materials (CCESEM 2023)
Series
Advances in Engineering Research
Publication Date
14 December 2023
ISBN
978-94-6463-316-0
ISSN
2352-5401
DOI
10.2991/978-94-6463-316-0_44How to use a DOI?
Copyright
© 2023 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Cite this article

risenwbib
TY  - CONF
AU  - Yingle Jiang
AU  - Di Wu
AU  - Shuisheng Yang
AU  - Guofei Wei
AU  - Hua Liu
AU  - Zongzheng Li
PY  - 2023
DA  - 2023/12/14
TI  - MGT1000-based geotextile free-end anchorage pullout test study
BT  - Proceedings of the 2023 5th International Conference on Civil Engineering, Environment Resources and Energy Materials (CCESEM 2023)
PB  - Atlantis Press
SP  - 430
EP  - 439
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-316-0_44
DO  - 10.2991/978-94-6463-316-0_44
ID  - Jiang2023
ER  -