Effects of Geosynthetic Reinforcement on Tailings Accumulation Dams
Owing to the complexity of current reinforcement mechanisms, test results from existing models alone cannot provide a basis for the design of new tailings dam reinforcement projects. On-site reinforced tailings accumulation dam testing is thus required to further understand the reinforcement mechani...
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MDPI AG
2021
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oai:doaj.org-article:0854c7955b9d4a8cb527cc24e13979d82021-11-11T19:53:37ZEffects of Geosynthetic Reinforcement on Tailings Accumulation Dams10.3390/w132129862073-4441https://doaj.org/article/0854c7955b9d4a8cb527cc24e13979d82021-10-01T00:00:00Zhttps://www.mdpi.com/2073-4441/13/21/2986https://doaj.org/toc/2073-4441Owing to the complexity of current reinforcement mechanisms, test results from existing models alone cannot provide a basis for the design of new tailings dam reinforcement projects. On-site reinforced tailings accumulation dam testing is thus required to further understand the reinforcement mechanism. In this study, the influence of reinforcement on tailings dams and the variation law of pore water pressure (PWP) and internal pressure (IP) in the dam body after slurry discharge were analysed, and a comparative analysis was performed. The results showed that during the field test, the PWP and internal earth pressure of the accumulation dam after grouting gradually increased over time. Reinforcement can greatly reduce the PWP and IP of the reinforced dam; compared with geotextiles, the reinforcement effect of geogrids is slightly greater. Based on these results, we conclude that geosynthetics are a good choice for strengthening tailings accumulation dams.Changbo DuLidong LiangFu YiBen NiuMDPI AGarticlepolymercomposite materialmechanismHydraulic engineeringTC1-978Water supply for domestic and industrial purposesTD201-500ENWater, Vol 13, Iss 2986, p 2986 (2021) |
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polymer composite material mechanism Hydraulic engineering TC1-978 Water supply for domestic and industrial purposes TD201-500 |
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polymer composite material mechanism Hydraulic engineering TC1-978 Water supply for domestic and industrial purposes TD201-500 Changbo Du Lidong Liang Fu Yi Ben Niu Effects of Geosynthetic Reinforcement on Tailings Accumulation Dams |
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Owing to the complexity of current reinforcement mechanisms, test results from existing models alone cannot provide a basis for the design of new tailings dam reinforcement projects. On-site reinforced tailings accumulation dam testing is thus required to further understand the reinforcement mechanism. In this study, the influence of reinforcement on tailings dams and the variation law of pore water pressure (PWP) and internal pressure (IP) in the dam body after slurry discharge were analysed, and a comparative analysis was performed. The results showed that during the field test, the PWP and internal earth pressure of the accumulation dam after grouting gradually increased over time. Reinforcement can greatly reduce the PWP and IP of the reinforced dam; compared with geotextiles, the reinforcement effect of geogrids is slightly greater. Based on these results, we conclude that geosynthetics are a good choice for strengthening tailings accumulation dams. |
format |
article |
author |
Changbo Du Lidong Liang Fu Yi Ben Niu |
author_facet |
Changbo Du Lidong Liang Fu Yi Ben Niu |
author_sort |
Changbo Du |
title |
Effects of Geosynthetic Reinforcement on Tailings Accumulation Dams |
title_short |
Effects of Geosynthetic Reinforcement on Tailings Accumulation Dams |
title_full |
Effects of Geosynthetic Reinforcement on Tailings Accumulation Dams |
title_fullStr |
Effects of Geosynthetic Reinforcement on Tailings Accumulation Dams |
title_full_unstemmed |
Effects of Geosynthetic Reinforcement on Tailings Accumulation Dams |
title_sort |
effects of geosynthetic reinforcement on tailings accumulation dams |
publisher |
MDPI AG |
publishDate |
2021 |
url |
https://doaj.org/article/0854c7955b9d4a8cb527cc24e13979d8 |
work_keys_str_mv |
AT changbodu effectsofgeosyntheticreinforcementontailingsaccumulationdams AT lidongliang effectsofgeosyntheticreinforcementontailingsaccumulationdams AT fuyi effectsofgeosyntheticreinforcementontailingsaccumulationdams AT benniu effectsofgeosyntheticreinforcementontailingsaccumulationdams |
_version_ |
1718431330081964032 |