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Keyword [Model tests]
Result: 141 - 160 | Page: 8 of 10
141.
Simplified Analysis Of Site Amplification Effects For Liquefiable Deposits And Comparative Study On Ground Motion Intensity Measures
142.
Tests On The Vertical Bearing Characteristics Of Pipe Steel Concrete Composite Pile
143.
Study On Static Behavior And Fatigue Performance Of Steel-Concrete Joint Section Of Long-Span Railway Hybrid Girder Cable-Stayed Bridge
144.
Mechanism Behaviour Of Existing Buried Pipelines Due To Twin Shield Tunnelling
145.
Three-dimensional Model Tests And Discrete Element Simulations For The Effects Of Water Flow And Heat Transfer On The Temperature And Stress Of Sparsely Irregularly Fractured Rocks
146.
Static And Dynamic Model Tests And Seismic Design Methods Of Anchored-cable Frame-beam Structures
147.
Three-dimensional DEM Analysis And Model Tests On Geosynthetic Encased Stone Columns
148.
Study On The Mechanism And Prevention Of Progressive Failure Of Shield Tunnel Induced By Local Failure
149.
The Impact And Reflection Of Waves On A Multi-chamber Perforated Caisson
150.
Centrifugal Model Tests On A New Structure Of CFRD
151.
Theoretical Analysis And Experimental Study Of Internal Forces And Deformation Of Single Pile Under H-T Combined Loading
152.
Research On Sliding Impact Characteristics Of Tailings Debris Flow
153.
Scale Modelling And Numerical Analysis Of Monopile In Marine Soft Clay Soil Under Lateral Cyclic Loads
154.
Ocean Wave Energy Generation System Of Flexible Capsule Model Tests And Numerical Calculation
155.
The Research On Stability Of Shallow Tunnel Surrounding Rock And The Effect Of Initial Supprot
156.
Model Tests On Pile Group Effect And Cyclic Effect Of Jacket Foundation Of Offshore Tand Turbines
157.
Study On Some Problems In Top-down Method And Long-narrow Foundation Pit
158.
Study On The Bearing Capacity Of Heat Exchanger Piles Considering Pile-soil Interaction
159.
Study And Application On The Treatment Of Heat Drainage Consolidation Method For Shaft Foundation
160.
Model Tests On Stability Of Reinforced Concrete Pile Foundation Under The Condition Of Deep Excavation
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