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Wei Xu
Researcher at Chang'an University
Publications - 7
Citations - 160
Wei Xu is an academic researcher from Chang'an University. The author has contributed to research in topics: Displacement (fluid) & Wind direction. The author has an hindex of 5, co-authored 7 publications receiving 87 citations.
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Journal ArticleDOI
Damage behaviors, prediction methods and prevention methods of rockburst in 13 deep traffic tunnels in China
Siyue He,Siyue He,Jinxing Lai,Yujian Zhong,Ke Wang,Wei Xu,Lixin Wang,Tong Liu,Chengping Zhang +8 more
TL;DR: Wang et al. as mentioned in this paper employed 13 cases of these two areas to address typical damage behaviors, the key prediction methods and prevention methods of rockburst in deep traffic tunnels, and found that Bayu tunnel, Sangzhuling tunnel, Micangshan tunnel suffered the most serious rockburst, and all 13 traffic tunnels showed different degrees of structural damages.
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Geometrical heterogeneity of the joint roughness coefficient revealed by 3D laser scanning
TL;DR: In this paper, the joint roughness coefficient (JRC) is an important indicator that characterizes the physical and mechanical behaviors of a jointed rock mass, and the effects of sampling interval on JRC were assessed during the JRC calculation process.
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Experimental Investigation of Ground and Air Temperature Fields of a Cold-Region Road Tunnel in NW China
TL;DR: Wang et al. as discussed by the authors presented a case-history study on a tunnel located on the eastern Qinghai-Tibet Plateau, China, and concluded that the temperature outside the tunnel and the ambient temperature are affected by wind speed and light.
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Displacement Characteristics of an Urban Tunnel in Silty Soil by the Shallow Tunnelling Method
Shaobing Zhang,Siyue He,Junling Qiu,Wei Xu,Rodney Sheldon Garnes,Rodney Sheldon Garnes,Lixin Wang +6 more
TL;DR: In this paper, a comprehensive construction plan of the urban shallow tunnel in silty soil was proposed and applied to a case study in Fuzhou, Fujian Province in South China.
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New Construction Technology of a Shallow Tunnel in Boulder-Cobble Mixed Grounds
TL;DR: In this paper, a three-bench complementary cyclic excavation method is proposed, which replaces the original CD and CRD methods, while the supporting system is optimized to fill the gap between design and construction of tunnel in boulder-cobble mixed grounds.