Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Ruizhen Fei"'
Publikováno v:
Archives of Civil Engineering, Vol vol. 69, Iss No 1, Pp 403-420 (2023)
The running speed of high-speed trains in the tunnel is as high as 350 km, which is very sensitive to the construction disturbance of the new shield tunnel. Therefore, it is of positive significance to study the influence of shield tunneling on exist
Externí odkaz:
https://doaj.org/article/72891570f5774f928c51a18b8faa935f
Publikováno v:
Archives of Civil Engineering, Vol vol. 68, Iss No 3, Pp 661-677 (2022)
In order to study the ground disturbance and the influence relationship between the two tunnels during the construction of the new shield tunnel undercrossing the existing high-speed railway tunnel, the centrifuge test was used to simulate the constr
Externí odkaz:
https://doaj.org/article/2537dcad54194674964585c059356056
Publikováno v:
Archives of Civil Engineering, Vol vol. 68, Iss No 3, Pp 645-659 (2022)
The mechanical state of broken surrounding rock during the construction of ultra-shallow buried high-speed railway tunnel is very complicated, seriously affecting the construction safety. Taking Huying Xishan tunnel on Beijing-Shenyang Line as engine
Externí odkaz:
https://doaj.org/article/9a6c8e0e18d345da8142effafc29cf77
Publikováno v:
Applied Sciences, Vol 13, Iss 14, p 8489 (2023)
In the construction of a shield crossing an existing mined tunnel without load, it is imperative to develop corresponding design standards that reflect actual engineering force characteristics to ensure the successful completion of the tunnel constru
Externí odkaz:
https://doaj.org/article/02322dfe96e0490c9d2bf8bdb394c05b
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
The electromechanical impedance (EMI) technique based on the PZT transducer, in the past twenty years of research progress, has demonstrated its potential for cost-effective and high damage-sensitive structural health monitoring. This paper presents
Externí odkaz:
https://doaj.org/article/3c30e701e44743fea426576e7a68fe7a
Lining Fatigue Test and Influence Zoning of Tridimensional Cross-Tunnel under High-Speed Train Loads
Publikováno v:
Applied Sciences, Vol 10, Iss 16, p 5694 (2020)
Tridimensional cross tunnels usually manifest the vulnerable components of a high-speed railway caused by the sophistication of the structural pattern and the continuous shock from the train. The frequent defect of tunnel lining at the intersection w
Externí odkaz:
https://doaj.org/article/7a4f0784c02d47a0bf757c0c17f30831
Autor:
Shaoju Hao, Ruizhen Fei
Publikováno v:
Geotechnical and Geological Engineering. 40:3985-4006
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0c417b17a4bef229ab820900a8b2d610
https://doi.org/10.1007/s10706-022-02126-5
https://doi.org/10.1007/s10706-022-02126-5
Lining Fatigue Test and Influence Zoning of Tridimensional Cross-Tunnel under High-Speed Train Loads
Publikováno v:
Applied Sciences
Volume 10
Issue 16
Applied Sciences, Vol 10, Iss 5694, p 5694 (2020)
Volume 10
Issue 16
Applied Sciences, Vol 10, Iss 5694, p 5694 (2020)
Tridimensional cross tunnels usually manifest the vulnerable components of a high-speed railway caused by the sophistication of the structural pattern and the continuous shock from the train. The frequent defect of tunnel lining at the intersection w
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4d2744283dc3c2c7693a8e49cfae0fde
https://doi.org/10.3390/app10165694
https://doi.org/10.3390/app10165694
Publikováno v:
Communications in Computer and Information Science ISBN: 9783642539619
According to the 100m 2 double-line tunnel cross-section which is generally used in high-speed railway of China, this paper develops a tunnel - air - train simulation model, based on the three-dimensional incompressible Navier - Stokes equations and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7e5379f130e7a41c9797bd79dfe6f42c
https://doi.org/10.1007/978-3-642-53962-6_50
https://doi.org/10.1007/978-3-642-53962-6_50
