Vui lòng dùng định danh này để trích dẫn hoặc liên kết đến tài liệu này: http://thuvienso.vanlanguni.edu.vn/handle/Vanlang_TV/20250
Nhan đề: Shield Equipment Optimization and Construction Control Technology in Water-Rich and Sandy Cobble Stratum: A Case Study of the First Yellow River Metro Tunnel Undercrossing
Tác giả: Ye, Fei
Qin, Nan
Gao, Xiang
Quan, Xue-yong
Qin, Xian-zhuo
Dai, Bing
Từ khoá: Shield Equipment Optimization
Metro Tunnel
Construction Control Technology
Water-Rich
Sandy Cobble Stratum
Civil Engineering
Năm xuất bản: 2019
Nhà xuất bản: Hindawi Limited
Tóm tắt: Lanzhou Yellow River Tunnel is the first metro shield tunnel that undercrosses the Yellow River in China. It was completed after successfully overcoming several construction challenges, including strata with a high proportion of large-sized sandy cobble stratum being saturated, large-scale sand pits along the bank of the Yellow River, and a combination of boulders and erratic blocks of rock. Given the difficulties in constructing the tunnel, this paper summarizes the scheme employed to transform the cutter and cutter head design to be applicable to sandy cobble stratum and the key technology used to form the slurry film to facilitate crossing the sand pits in a systematic way. ,e transformation scheme primarily involved the addition of an adjusting device to control the aperture ratio of the shield on the cutter head, a protective device for the hob hub, and a protective device for the piston rod in the oil cylinder of the crusher. ,e implementation of measures mentioned above guarantees the safe completion of the tunnel, which can provide a reference for similar projects.
Mô tả: "Hindawi Advances in Civil Engineering Volume 2019, Article ID 8358013, 12 pages https://doi.org/10.1155/2019/8358013"
Định danh: http://thuvienso.vanlanguni.edu.vn/handle/Vanlang_TV/20250
ISSN: 1687-8086
1687-8094 (eISSN)
Bộ sưu tập: Bài báo_lưu trữ

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