Proceedings of the 2025 International Conference on Engineering Management and Safety Engineering (EMSE 2025)

Experimental Study on Mechanical Properties of Dike Fill and Settlement and Deformation of Jingjiang Yangtze River Embankment

Authors
Chunyang Yin1, Zhiqiang Wu1, *, Kai Xu1, Zhilei Sun1
1Geotechnical Engineering Department, Nanjing Hydraulic Research Institute, Nanjing, Jiangsu, 210024, China
*Corresponding author. Email: zqwu@nhri.cn
Corresponding Author
Zhiqiang Wu
Available Online 3 July 2025.
DOI
10.2991/978-94-6463-780-9_22How to use a DOI?
Keywords
embankment; consolidation and drainage shear test; settlement and deformation monitoring
Abstract

Implementing and promoting the governance and protection of the Yangtze River has been a major task for the Yangtze River water conservancy efforts. As an important barrier safeguarding the economic belt along the river, monitoring the mechanical properties and deformation of the embankment project is a key aspect of the operation and management of the Yangtze River. This paper presents a consolidation and drainage shear test on the fill of Jingjiang Yangtze River embankment, along with an analysis of settlement and deformation using data from six measurement points at the top of the embankment. The results indicate that the bias stress and volume deformation of embankment fill increase with axial strain, and the peak stress and volume deformation increase with perimeter pressure. And there are significant spatial differences in the settlement of the river embankment, and the settlement at CJ1 and CJ6 measurement points is minimal, within 3 mm, whereas the settlement at CJ4 and CJ5 measurement points reaches 27.28 mm and 13.64 mm, respectively, suggesting a need for enhanced continuous observation.

Copyright
© 2025 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 2025 International Conference on Engineering Management and Safety Engineering (EMSE 2025)
Series
Advances in Engineering Research
Publication Date
3 July 2025
ISBN
978-94-6463-780-9
ISSN
2352-5401
DOI
10.2991/978-94-6463-780-9_22How to use a DOI?
Copyright
© 2025 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  - Chunyang Yin
AU  - Zhiqiang Wu
AU  - Kai Xu
AU  - Zhilei Sun
PY  - 2025
DA  - 2025/07/03
TI  - Experimental Study on Mechanical Properties of Dike Fill and Settlement and Deformation of Jingjiang Yangtze River Embankment
BT  - Proceedings of the 2025 International Conference on Engineering Management and Safety Engineering (EMSE 2025)
PB  - Atlantis Press
SP  - 225
EP  - 232
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-780-9_22
DO  - 10.2991/978-94-6463-780-9_22
ID  - Yin2025
ER  -