Deep buried tunnel - Globe Thesis

Keyword [Deep buried tunnel] Result: 81 - 98 \| Page: 5 of 5
81.	Stability Of Surrounding Rocks Of The Large Deep-buried Tunnel In Fault Fracture Zone
82.	Primary Study On Stress Field Characteristics And Genetic Mechanism Of Xianshuihe Tectonic Belt In Western Sichuan
83.	Study On Shield Tunnel Support Based On Three-dimensional Bucket Soil Arch
84.	Study On Grading Standard And Control Measures Of Large Squeezing Deformation In Deep Buried Tunnel
85.	Study On Mechanical Properties And Deformation Control Of Layered Surrounding Rock Of Deep Buried Tunnel
86.	Study On Analytical Method For Stress Analysis Of Deep-buried Non-circular Double-hole Tunnel
87.	The Study Of The Numerical Simulation Method For The Pre-grouting Reinforcement Of Fractured Weak Surrounding Rock Mass Ahead The Tunnel Face Based On Numerical Manifold Method
88.	Research On Mechanism And Comprehensive Prediction Of Rockburst Regarding Deep Buried Tunnel In Tectonic Active Area
89.	Study On Unloading Effect And Deformation Failure Mechanism Of Jointed Surrounding Rock In High Temperature And High Pressure Tunnels
90.	Three-dimensional Refined Constitutive Theory Of Rock Mass And Its Integration In Stress Control-based Design And Analysis Of Deep Tunnel
91.	Study On The Bearing Mechanism Of Composite Lining In Deep-Buried Mountain Tunnels
92.	Analytical Method For Elastic-plastic Analysis Of Underground Tunnels
93.	Analysis Of The Mechanism Of Structural-slip Rockburst And Catastrophic Processes In Deep-buried Tunnel
94.	Study On The Mechanism Of Fault Slip Induced By Blasting Disturbance And Seismic Wave Response
95.	Research On 3D Modeling Of High Geothermal In Complex Deep Buried Tunnel Environment Based On Surface Temperature And Borehole Data Fusion
96.	Elastoplastic Analysis Of Nonlinear Yield Rock And Its Engineering Application
97.	Study On The Mechanism Of Building Cracking Induced By Tunnel Construction In Deeply Buried Red Beds Under Overlying Loess
98.	Stability And Control Of Surrounding Rock For Construction Of Deep Buried Tunnel In Basalt Strata With High In-situ Stress
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