Analysis and Controlling of the Surrounding Rock Stability Mechanism in Underground Engineering

Xian Kai Bao; Guo Qiang Li

doi:10.4028/www.scientific.net/AMM.170-173.29

Paper Titles

Analysis of Soil’s Horizontal Displacement behind Retaining Wall Caused by Foundation Pit Excavation
p.8

Analysis on Deep Excavation in Soft Soil Located on Sloped Bedrock
p.13

Back Analysis for Mass Parameters of Tunnel Surrounding Rock
p.20

Determination of the Shear Strength of Unsaturated Loess Based on the Fractal Model Theory of Unsaturated Soils
p.25

Analysis and Controlling of the Surrounding Rock Stability Mechanism in Underground Engineering
p.29

Analysis of an O-Cell Pile Test in Jinan with FEM
p.33

Calculation of Elastic Induced Stress of Surrounding Rocks
p.37

Dewatering Efficiency Comparison between Vacuum Tube Well and Normal Tube Well in Silty Clay Layer
p.41

Optimization and Sensitivity Analysis on Estimated Parameters for Slope Engineering
p.46

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 170-173Analysis and Controlling of the Surrounding Rock...

Analysis and Controlling of the Surrounding Rock Stability Mechanism in Underground Engineering

Abstract:

This thesis introduces various factors of surrounding rock stability mechanism and instability modes, indicates its control methods and thought. The achievements apply well in engineering practices and have good values and researches on surrounding rock stability have instructive significance in engineering execution.