Model Test Study on the Antibreaking Technology of Reducing Dislocation Layer for Subway Interval Tunnel of the Stick-Slip Fracture
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 differen...
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| Format: | Article |
| Language: | English |
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Wiley
2019-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2019/4328103 |
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| _version_ | 1832563856405168128 |
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| author | Guang-yao Cui Xue-lai Wang |
| author_facet | Guang-yao Cui Xue-lai Wang |
| author_sort | Guang-yao Cui |
| collection | DOAJ |
| description | 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. |
| format | Article |
| id | doaj-art-921ca38a124343b9a8da669e27cf6c74 |
| institution | Kabale University |
| issn | 1687-8086 1687-8094 |
| language | English |
| publishDate | 2019-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj-art-921ca38a124343b9a8da669e27cf6c742025-02-03T01:12:24ZengWileyAdvances in Civil Engineering1687-80861687-80942019-01-01201910.1155/2019/43281034328103Model Test Study on the Antibreaking Technology of Reducing Dislocation Layer for Subway Interval Tunnel of the Stick-Slip FractureGuang-yao Cui0Xue-lai Wang1School of Civil Engineering, North China University of Technology, Beijing 100144, ChinaSchool of Civil Engineering, North China University of Technology, Beijing 100144, ChinaBased 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.http://dx.doi.org/10.1155/2019/4328103 |
| spellingShingle | Guang-yao Cui Xue-lai Wang Model Test Study on the Antibreaking Technology of Reducing Dislocation Layer for Subway Interval Tunnel of the Stick-Slip Fracture Advances in Civil Engineering |
| title | Model Test Study on the Antibreaking Technology of Reducing Dislocation Layer for Subway Interval Tunnel of the Stick-Slip Fracture |
| title_full | Model Test Study on the Antibreaking Technology of Reducing Dislocation Layer for Subway Interval Tunnel of the Stick-Slip Fracture |
| title_fullStr | Model Test Study on the Antibreaking Technology of Reducing Dislocation Layer for Subway Interval Tunnel of the Stick-Slip Fracture |
| title_full_unstemmed | Model Test Study on the Antibreaking Technology of Reducing Dislocation Layer for Subway Interval Tunnel of the Stick-Slip Fracture |
| title_short | Model Test Study on the Antibreaking Technology of Reducing Dislocation Layer for Subway Interval Tunnel of the Stick-Slip Fracture |
| title_sort | model test study on the antibreaking technology of reducing dislocation layer for subway interval tunnel of the stick slip fracture |
| url | http://dx.doi.org/10.1155/2019/4328103 |
| work_keys_str_mv | AT guangyaocui modelteststudyontheantibreakingtechnologyofreducingdislocationlayerforsubwayintervaltunnelofthestickslipfracture AT xuelaiwang modelteststudyontheantibreakingtechnologyofreducingdislocationlayerforsubwayintervaltunnelofthestickslipfracture |