Proceedings of the 2024 8th International Conference on Civil Architecture and Structural Engineering (ICCASE 2024)

Experimental Study on Long-Term Working Performance of Reinforced Material for Crushed Stone

Authors
Jun Peng1, *, Shutao Zhang1, 2, Hongyang Huang3, Tingting Li3
1CAAC Central & Southern Airport Design & Research Institute ( Guangzhou ) Co., Ltd, Guangzhou, 510405, China
2State Key Laboratory of Hydraulic Engineering Intelligent Construction and Operation, Tianjin University, Tianjin, 300350, China
3Changjiang River Scientific Research Institute, Wuhan, Hubei, 430010, China
*Corresponding author. Email: Pjun318@csad.ink
Corresponding Author
Jun Peng
Available Online 30 June 2024.
DOI
10.2991/978-94-6463-449-5_56How to use a DOI?
Keywords
Gravel structure; Reinforcement material; Long-term strength; Construction damage; Creep; aging
Abstract

The long-term performance of the reinforced material is an important factor affecting the safety, stability and economic rationality of the reinforced structure, as well as an important design parameter of the reinforced structure, which is affected by the construction damage, creep, aging and other factors during the construction and use of the reinforced material.In order to determine the long-term strength of reinforcement in the use of gravel reinforced structure, three kinds of reinforcement, HDPE, PET and PEC, were selected to carry out field full-size construction damage test and indoor tensile, creep and durability and other basic characteristics tests, and the following conclusions were obtained: (1) The protective layer of medium coarse sand with a thickness of 5cm can effectively reduce the construction damage of the reinforcement in the crushed stone. (2) The comprehensive reduction coefficients of PET180, HPDE150 and PEC200 without protective layer are about 2.60, 3.47 and 3.15, which can be reduced by about 7.0% after the protective layer is set. (3) The design strength calculated by nominal tensile strength and measured coefficient is safe, and the safety margin is about 1.06. (4) Compared with PET and PEC, the test parameters of strength and elongation of high-density polyethylene HPDE are more stable. The research results can provide a reference for the design of the reinforced material of the gravel reinforced structure.

Copyright
© 2024 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.

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Volume Title
Proceedings of the 2024 8th International Conference on Civil Architecture and Structural Engineering (ICCASE 2024)
Series
Atlantis Highlights in Engineering
Publication Date
30 June 2024
ISBN
10.2991/978-94-6463-449-5_56
ISSN
2589-4943
DOI
10.2991/978-94-6463-449-5_56How to use a DOI?
Copyright
© 2024 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

TY  - CONF
AU  - Jun Peng
AU  - Shutao Zhang
AU  - Hongyang Huang
AU  - Tingting Li
PY  - 2024
DA  - 2024/06/30
TI  - Experimental Study on Long-Term Working Performance of Reinforced Material for Crushed Stone
BT  - Proceedings of the 2024 8th International Conference on Civil Architecture and Structural Engineering (ICCASE 2024)
PB  - Atlantis Press
SP  - 572
EP  - 589
SN  - 2589-4943
UR  - https://doi.org/10.2991/978-94-6463-449-5_56
DO  - 10.2991/978-94-6463-449-5_56
ID  - Peng2024
ER  -