Experimental investigation on characteristics of strength recovery and pore structure of Jilin ball clay under freeze–thaw cycles-Reference-Cited by-同舟云学术

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Experimental investigation on characteristics of strength recovery and pore structure of Jilin ball clay under freeze–thaw cycles

Published:2024-07-19 Issue:1 Volume:14 Page:
ISSN:2045-2322
Container-title:Scientific Reports
language:en
Short-container-title:Sci Rep

Author:

Gao Yucong,Hao Dongxue,Liu Xuejun,Chen Kai,Chen Rong,Guo Ruifeng

Funder

National Natural Science of China

Project of Jilin Science and Technology development for Young and Middle-aged Science and Technology Innovation Leading Talent

Science Research Project of the Education Department of Jilin Province, China

Tianshan Talent Training Program

Publisher

Springer Science and Business Media LLC

Link

https://www.nature.com/articles/s41598-024-67548-y.pdf

Reference62 articles.

1. Yesiller, N., Miller, C. J., Inci, G. & Yaldo, K. Desiccation and cracking behavior of three compacted landfill liner soils. Eng. Geol. 57, 105–121. https://doi.org/10.1016/S0013-7952(00)00022-3 (2000).

2. Tuomela, A. et al. Using geomembrane liners to reduce seepage through the base of tailings ponds—A review and a framework for design guidelines. Geosciences 11(2), 93. https://doi.org/10.3390/GEOSCIENCES11020093 (2021).

3. Barbosa, V. H. R., Marques, M. E. S. & Guimaraes, A. C. R. Preicting soil swelling potential using soil classifcation properties. Geotech. Geol. Eng. 41(8), 4445–4457. https://doi.org/10.1007/s10706-023-02525-2 (2023).

4. Gavrić, S., Leonhardt, G., Marsalek, J. & Viklander, M. Processes improving urban stormwater quality in grass swales and filter strips: A review of research findings. Sci. Total Environ. 669, 431–447. https://doi.org/10.1016/j.scitotenv.2019.03.072 (2019).

5. Bouazza, A., Vangpaisal, T. & Jefferis, S. Effect of wet-dry cycles and cation exchange on gas permeability of geosynthetic clay liners. J. Geotech. Geoenviron. Eng. 132, 1011–1018. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:8(1011) (2006).

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