Tunnel Lining Microstructure and Mechanical Properties of Evolutionary Analysis

Yun Dong Ma; Shuang Liang

doi:10.4028/www.scientific.net/AMM.580-583.1168

Paper Titles

Study on Deformation Prediction of the Tunnel Surrounding Rocks Based on Non-Equal Time-Interval Grey Model
p.1143

Mechanical Calculation for Collapse Mechanism of Surrounding Rock on Shallow Tunnel
p.1148

The Research on Environment Vibration due to Subway with Rail Pads of Frequency-Dependent Stiffness
p.1153

Tunnel Collapse Treatment Technique Research in Xinjiang Tianshan High-Altitude, Low-Temperature Mountain
p.1161

Tunnel Lining Microstructure and Mechanical Properties of Evolutionary Analysis
p.1168

BIM Technology Used in Underground Subway Station Planning Simulation
p.1174

Comfortable Quality Analysis of Subway Station Vibration Induced by Multiple Trains
p.1178

Optimization of Tunnel Support Type through Fault Zone
p.1184

Force Analysis of the Middle Wall in Multi-Arch Tunnel under Central Hole + CRD Method
p.1188

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Tunnel Lining Microstructure and Mechanical...

Tunnel Lining Microstructure and Mechanical Properties of Evolutionary Analysis

Abstract:

For the tunnel lining microstructure, mechanical properties evolve analyzed. This paper have established and meshed microstructural model and got the situation under its force structure loads, the cracking strain as a criterion for its application fracture criterion to get a good cracking and expansion of the tunnel lining meso model. The results of the case under the macrostructure of the model compared with the microstructure results can get the adventage of the microstructure in using tunnel lining.