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http://thuvienso.vanlanguni.edu.vn/handle/Vanlang_TV/18767
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Trường DC | Giá trị | Ngôn ngữ |
---|---|---|
dc.contributor.author | Cui, Guang-yao | - |
dc.contributor.author | Wang, Xue-lai | - |
dc.date.accessioned | 2020-06-01T09:40:56Z | - |
dc.date.available | 2020-06-01T09:40:56Z | - |
dc.date.issued | 2019 | - |
dc.identifier.issn | 1687-8086 | - |
dc.identifier.issn | 1687-8094 (eISSN) | - |
dc.identifier.other | BBKH1372 | - |
dc.identifier.uri | http://thuvienso.vanlanguni.edu.vn/handle/Vanlang_TV/18767 | - |
dc.description | "Hindawi; Advances in Civil Engineering; Volume 2019, Article ID 4328103, 9 pages; https://doi.org/10.1155/2019/4328103" | vi |
dc.description.abstract | Based on the background of the Line F2-3 interval tunnel section of Jiujiawan in Urumqi Subway Line 1, this paper carries out the model test research on the antibreaking technology of the reducing dislocation layer in the tunnel section of the stick-slip fracture. The antibreaking effect of different locations and number of reducing dislocation layers in tunnel engineering is analyzed in this paper. The results show that when the double reducing dislocation layer, respectively, set between the surrounding rock and the primary support, and the primary support and the secondary lining, the antibreaking effect is the best. It is recommended to use this scheme for antibreaking design. The research results can provide reference for antibreaking design of traffic tunnels in active fault zones. | vi |
dc.language.iso | en | vi |
dc.publisher | Hindawi Limited | vi |
dc.subject | Strain gauges | vi |
dc.subject | Design | vi |
dc.subject | Dislocations | vi |
dc.subject | Earthquakes | vi |
dc.subject | Faults | vi |
dc.subject | Seismic engineering | vi |
dc.subject | Model testing | vi |
dc.subject | Fault lines | vi |
dc.subject | Mechanics | vi |
dc.subject | Slip | vi |
dc.subject | Civil engineering | vi |
dc.title | Model Test Study on the Antibreaking Technology of Reducing Dislocation Layer for Subway Interval Tunnel of the Stick-Slip Fracture | vi |
dc.type | Other | vi |
Bộ sưu tập: | Bài báo_lưu trữ |
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Tập tin | Mô tả | Kích thước | Định dạng | |
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BBKH1372_TCCN_Model Test Study on the Antibreaking.pdf Giới hạn truy cập | Model Test Study on the Antibreaking Technology of Reducing Dislocation Layer for Subway Interval Tunnel of the Stick-Slip Fracture | 3.14 MB | Adobe PDF | Xem/Tải về Yêu cầu tài liệu |
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