strength reduction method - Globe Thesis

Keyword [strength reduction method] Result: 181 - 200 \| Page: 10 of 10
181.	Study On Construction Stability Of Open Excavation Tunnel
182.	Study On Inversion Of Mechanical Parameters And Stability Prediction Of Surrounding Rock In Subway Tunnel
183.	Preliminary Study On The Influence Of Rheological Properties On The Stability Of Loess Slope
184.	Studyon Horizontal Ultimate Bearing Capacityof Single Pile Basedonthe Finite Element Strength Reduction Method
185.	Reliability Analysis Of Gravity Dam Deep Stability Against Sliding
186.	Study On Numerical Analysis Of Rock Slope Stability
187.	Analysis Of Stability Of Dock Bank Slope Based On Strength Reduction Method
188.	Study Of The Zones Influenced By The Construction Of Twin Parallel Tunnels With Small Spacing
189.	Study On The Influence Zone Of Adjacent Construction Of Newly-built Tunnels And Existing Bridges With Spread Foundation
190.	Study On Impact Partition Of Tunnel Construction Adjacent To Bridge Friction Pile Foundation
191.	Study On The Influence And Regionaldivision Of Orthogonal Tunnels Based On Strength Reduction Method
192.	Study On The Influence Zone Of Perpendicular Undercross Tunnel Construction On Existing Urban Road
193.	Slope Stability And Reinforcement Design Optimization Considering The Influence Of Building Load On The Top Of The Slope
194.	True Three Dimensional Physical Simulation And Nonlinear Strength Reduction Analysis Of Surrounding Rock Stability In Deep Underground Laboratory
195.	Research On Landslide Unstability Treatment Technology Of Meng-Wenshan-Yanshan Highway K54+900?K55+170
196.	Research On Monitoring And Measuring Early Warning Value Of Large Section Tunnel Displacement
197.	Three-dimensional Stability And Reliability Analysis Of Tailings Dam
198.	Determination Of Potential Fracture Surface Of Loess Slope And Engineering Management Measures
199.	Research On Working Mechanism And Numerical Simulation Of Double-row Piles And Soil Nail Composite Supporting Structure
200.	Loess Slope Crack And Its Influence On Slope Stability
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