centrifuge model - Globe Thesis

Keyword [centrifuge model] Result: 101 - 120 \| Page: 6 of 7
101.	Centrifugal Model Tests On A New Structure Of CFRD
102.	Large Deformation Finite Element Analysis Of Bearing Capacity Of Anchor Plate Considering Strain Softening
103.	Mechanism Analysis Of Plant Roots Slope Reinforcement In Alpine Mountain
104.	Study On Rectangle And Circle Cross-section Antislide Piles Based On Geotechnical Centrifuge Model Test And Particle Flow Code
105.	A Study On The Interaction Mechanism And Stability Of Geogrid Reinforced Soil Steep Slope With Wrapped Face
106.	Research On The Influence Of The Deep Foundation Pit Excavation Of Subway Structures
107.	Model Tests On Pile Group Effect And Cyclic Effect Of Jacket Foundation Of Offshore Tand Turbines
108.	Study On The Influence Of Deep Foundation Pit Excavation On Adjacent Station And Its Seismic Response
109.	Study On The Influence Of Deep Foundation Pit Excavation Of Metro Transfer Station On Existing Station
110.	Study On The Law Between Ground Deformation And Tunnel Face Support Pressure In Construction Of Shallow Cable Tunnel In Clay Formation
111.	Prediction Method Of Reinforcement Load And Design Method Of Reinforcement Stiffness For Vertical Reinforced Soil Retaining Walls
112.	Sduty On The Settlement Characteristics Of Argillaceous Soft Rock Embankment On Expressway
113.	Centrifuge Model Tests On Seismic Behavior Of Single Pile For Wind Turbines
114.	Centrifuge Model Test And Numerical Simulation Of Seismic Response Of Bridge Pile Foundation In A Slope
115.	Centrifuge Model Test Investigation Of Underwater Slurry Shield Tunnel Face Stability
116.	Centrifugal Model Test Study Of Entrance Slope Under Earthquake
117.	Development Of 3D Deformation Monitoring Method For Centrifuge Model Test Of Embankment On Soft Foundation
118.	Tests On The Transverse Bearing Characteristics Of Pipe Steel Concrete Composite Pile
119.	Research On Stability Of Carbonaceous Shale Cutting Slope With Weak Interlayer Based On Centrifugal Model Test
120.	Study On The Effect Of Lateral Surcharge On The Deformation Of Pile Group Foundation Of High-Speed Railway Viaduct
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