Vui lòng dùng định danh này để trích dẫn hoặc liên kết đến tài liệu này: http://thuvienso.vanlanguni.edu.vn/handle/Vanlang_TV/19342
Nhan đề: Research on the Overtopping-Induced Breaching Mechanism of Tailings Dam and Its Numerical Simulation
Tác giả: Deng, Zhao
Wu, Shiqiang
Fan, Ziwu
Yan, Zhikun
Wu, Jingxiu
Từ khoá: Centrifuge Model Tests
Tailings Dam Breaching
Numerical Model
Numerical Model Verification
Civil Engineering
Năm xuất bản: 2019
Nhà xuất bản: Hindawi Limited,
Tóm tắt: "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. "
Mô tả: Hindawi Advances in Civil Engineering Volume 2019, Article ID 3264342, 10 pages https://doi.org/10.1155/2019/3264342
Định danh: http://thuvienso.vanlanguni.edu.vn/handle/Vanlang_TV/19342
ISSN: 1687-8086
1687-8094 (eISSN)
Bộ sưu tập: Bài báo_lưu trữ

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BBKH1473_TCCN_Research on the Overtopping.pdf
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