A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Analysis of the Mechanical Property of Collapse in Shallow-Buried Loess Tunnel under Unsymmetrical Pressure
Based on selecting a tunnel collapse under typical conditions of the shallow-buried terrain under unsymmetrical pressure, analyzing the monitoring measurement date, using the software of finite element numerical simulation, the paper simulates the tunnel excavation in lengthwise, deduces the change laws of stress in primary support, the mechanical properties and the collapse mechanism.
Analysis of the Mechanical Property of Collapse in Shallow-Buried Loess Tunnel under Unsymmetrical Pressure
Based on selecting a tunnel collapse under typical conditions of the shallow-buried terrain under unsymmetrical pressure, analyzing the monitoring measurement date, using the software of finite element numerical simulation, the paper simulates the tunnel excavation in lengthwise, deduces the change laws of stress in primary support, the mechanical properties and the collapse mechanism.
Analysis of the Mechanical Property of Collapse in Shallow-Buried Loess Tunnel under Unsymmetrical Pressure
Advanced Materials Research ; 645 ; 426-429
2013-01-11
4 pages
Article (Journal)
Electronic Resource
English
| British Library Conference Proceedings | 2012
Shallow-buried unsymmetrical-pressure tunnel portal slope protection structure
| European Patent Office | 2023
Construction method for shallow-buried unsymmetrical-pressure tunnel portal
| European Patent Office | 2022
Optimizing the Support System of a Shallow Buried Tunnel under Unsymmetrical Pressure
| DOAJ | 2024
Numerical Simulation for Shallow Tunnel Under Unsymmetrical Pressure
| British Library Conference Proceedings | 2006