Statistical Analysis of Mechanical Properties of Concrete Cut-Off Wall of Earth-Rock Dam
- DOI
- 10.2991/978-94-6463-514-0_18How to use a DOI?
- Keywords
- earth-rock dams; concrete cut-off walls; numerical simulation
- Abstract
With the advantages of superior seepage resistance, geological adaptability, low post-maintenance, and low cost, concrete cut-off walls are used in the foundations of various rockfill dams around the world. This paper discusses the maximum horizontal displacement, top settlement, and stress distortion of ordinary rigid concrete cut-off walls (OC) and plastic concrete cut-off walls (PC) at the late stage of reservoir impoundment. The study then progresses to a comparative analysis of the mechanical properties of concrete cut-off walls by collecting the deformation characteristics and detailed data information of concrete cut-off walls in 31 examples of actual projects in conjuction with numerical simulation calculations. Through the research in this paper, it is hoped that it can provide some references for the design of cut-off walls of earth and rock dams.
- 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 - Guanying Kang AU - Junrui Chai AU - Lifeng Wen AU - Kaiqiang Geng AU - Zengguang Xu PY - 2024 DA - 2024/09/28 TI - Statistical Analysis of Mechanical Properties of Concrete Cut-Off Wall of Earth-Rock Dam BT - Proceedings of the 2024 7th International Symposium on Traffic Transportation and Civil Architecture (ISTTCA 2024) PB - Atlantis Press SP - 162 EP - 171 SN - 2352-5401 UR - https://doi.org/10.2991/978-94-6463-514-0_18 DO - 10.2991/978-94-6463-514-0_18 ID - Kang2024 ER -