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Analysis of Difference in Axial Force of Anchor in Shallow-Buried Loess Tunnel with Large Cross-Section
Based on the Hejiazhuang tunnel on the Zhengzhou-Xi’an passenger dedicated railway,forcing cases of systematic anchor was studied in loess tunnel with large cross-section and forcing characteristics of systematic anchor at vault and sidewall parts were obtained; Causes that the forcing difference varies much were analyzed from the perspective of the law of radial displacement attenuation and distribution form of surrounding rock pressure,the related conclusions will offer reference value and guiding significance to the design and construction of such tunnels.
Analysis of Difference in Axial Force of Anchor in Shallow-Buried Loess Tunnel with Large Cross-Section
Based on the Hejiazhuang tunnel on the Zhengzhou-Xi’an passenger dedicated railway,forcing cases of systematic anchor was studied in loess tunnel with large cross-section and forcing characteristics of systematic anchor at vault and sidewall parts were obtained; Causes that the forcing difference varies much were analyzed from the perspective of the law of radial displacement attenuation and distribution form of surrounding rock pressure,the related conclusions will offer reference value and guiding significance to the design and construction of such tunnels.
Analysis of Difference in Axial Force of Anchor in Shallow-Buried Loess Tunnel with Large Cross-Section
Applied Mechanics and Materials ; 204-208 ; 1343-1346
2012-10-26
4 pages
Article (Journal)
Electronic Resource
English
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