Vui lòng dùng định danh này để trích dẫn hoặc liên kết đến tài liệu này: http://thuvienso.vanlanguni.edu.vn/handle/Vanlang_TV/19069
Nhan đề: Theoretical Investigation of the Sliding Instability and Caving Depth of Coal Wall Workface Based on the Bishop Strip Method
Tác giả: Li, Chao
Kang, Tianhe
Li, Xiaopo...
Từ khoá: Civil Engineering
Sliding Instability
Caving Depth
Coal Wall Workface
Bishop Strip Method
Năm xuất bản: 2019
Nhà xuất bản: Hindawi Limited
Tóm tắt: "As mining height increases, the influence of coal wall caving on safety production becomes stronger. +ere is no systematic and effective method to analyse the risk of coal wall caving and its slip caving depth. First, this paper established the Bishop mechanical model of sliding instability of coal wall, and then it deduced the general equation of a safety factor for every slip surface, which can be used to judge the stability of the coal body on the slip surface. Moreover, taking the 8102 workface in the Wulonghu Mine, China, as an example, this paper evaluated the calculation method of slip surface safety factor in detail and obtained the critical slip surface position and the maximum slip depth of a coal wall. Overall, the results showed that the maximum slip depth based on the Bishop strip method is more consistent with the measured data compared with other methods and thus has strong significance and practical engineering value for selecting the most suitable method and its parameters of regulating coal wall caving."
Định danh: http://thuvienso.vanlanguni.edu.vn/handle/Vanlang_TV/19069
Bộ sưu tập: Bài báo_lưu trữ

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BBKH1611_TCCN_Theoretical Investigation of the Sliding Instability.pdf
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