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Trường DCGiá trị Ngôn ngữ
dc.contributor.authorDeng, Zhao-
dc.contributor.authorWu, Shiqiang-
dc.contributor.authorFan, Ziwu-
dc.contributor.authorYan, Zhikun-
dc.contributor.authorWu, Jingxiu-
dc.date.accessioned2020-06-10T14:26:25Z-
dc.date.available2020-06-10T14:26:25Z-
dc.date.issued2019-
dc.identifier.issn1687-8086-
dc.identifier.issn1687-8094 (eISSN)-
dc.identifier.otherBBKH1473-
dc.identifier.urihttp://thuvienso.vanlanguni.edu.vn/handle/Vanlang_TV/19342-
dc.descriptionHindawi Advances in Civil Engineering Volume 2019, Article ID 3264342, 10 pages https://doi.org/10.1155/2019/3264342vi
dc.description.abstract"The centrifugal model test system is utilized to reappear the breaching process of a tailings dam. The results show that there are significant differences in breaching processes between tailings dams and earth-rockfill dams. Influenced by the special physical and mechanicalpropertiesof tailings,the breachingprocessesof tailingsdams areof shortduration, and thefloodflow through the breach increase rapidly. Based on the centrifugal test results, considering the special physical and mechanical properties of tailings, a mathematical model for tailings dam breaching is established. In the model, the vertical undercutting and horizontal expansion are simulated utilizing the erosion rate formula which is derived from shear stress principle of water flow; limit equilibrium method is used to analyze the breach slope stability. In addition, the model adopts iterative calculation method to simulate the whole breaching process. The analysis results show that, the proposed model is applicable in modeling the dam breaching process for tailings dam due to overtopping. "vi
dc.language.isoenvi
dc.publisherHindawi Limited,vi
dc.subjectCentrifuge Model Testsvi
dc.subjectTailings Dam Breachingvi
dc.subjectNumerical Modelvi
dc.subjectNumerical Model Verificationvi
dc.subjectCivil Engineeringvi
dc.titleResearch on the Overtopping-Induced Breaching Mechanism of Tailings Dam and Its Numerical Simulationvi
dc.typeOthervi
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