Demonstration of two methods for damming clay slaking test
- DOI
- 10.2991/978-94-6463-398-6_34How to use a DOI?
- Keywords
- Earth-rock dam safety; Clay slaking deformation; Single Line Method; Double Line Method
- Abstract
During the initial impoundment of earth-rock dams, the slaking deformation of dam materials often leads to settlement, thus inducing cracks. The existing slaking tests are mainly applicable to coarse-grained materials, but there are few studies on the slaking tests of clay materials. In order to explore the suitable slaking test method for clay, the Single Line Method and Double Line Method were used to carry out the slaking test on the clay material of the core wall of Daxigou reservoir. The specific test principles and processes of the two methods are explained, and the test results are sorted out and plotted. The analysis of the test results shows that the test process of Single Line Method is closer to the actual immersion process of the earth-rock dam, and the test data is more accurate; If analyzed from a safety perspective, the test results of the Double Line Method also have reference value.
- 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 - Zhenyao Wu AU - Zhaosheng Wang PY - 2024 DA - 2024/04/24 TI - Demonstration of two methods for damming clay slaking test BT - Proceedings of the 2023 5th International Conference on Hydraulic, Civil and Construction Engineering (HCCE 2023) PB - Atlantis Press SP - 344 EP - 351 SN - 2589-4943 UR - https://doi.org/10.2991/978-94-6463-398-6_34 DO - 10.2991/978-94-6463-398-6_34 ID - Wu2024 ER -