Model Tests - Globe Thesis

Keyword [Model Tests] Result: 181 - 200 \| Page: 10 of 10
181.	Model Tests For Resurrection Mechanism Of Ancient Landslide Induced By Rainfall And Slope Cutting
182.	P-Y Curves Of Laterally Loaded Single Battered Piles In Sand And Its Application
183.	Experimental And Numerical Study On The Effect Of Electric Field Factors On Electro-osmosis Drainage
184.	Research On The Structure Of Inlet Channel Optimization Of Circulating Water System In A Nuclear Power Plant
185.	Study On Deformation Characteristics Of The Carbonaceous Shale Slope Based On Centrifugal Model Tests
186.	Research On Mechanical Properties Of Reinforced Concrete Beams Strengthened With Angle Steel Integrated
187.	Model Tests On Effects Of Spudcan Penetration And Extraction On Adjacent Piles In Sand
188.	Tests On The Transverse Bearing Characteristics Of Pipe Steel Concrete Composite Pile
189.	Maneuvering Performance Investigation And Motion Simulation Of The Streamlined UVMS
190.	Experimental And Numerical Analysis Of Mechanical Performance Of Flexible Buried Pipes Reinforced By Geogrids Under Cyclic Loading
191.	Model Tests Study On Penetration Depths Of Hall Anchor And Speke Anchor
192.	Research On Spatial Effects Of Deep Slender Foundation Pits Based On Additional Earth Pressures
193.	Study On The Load Transfer Mechanism Induced By The Failure Of Anchors In Excavations Retained By Pile-anchor Structure
194.	Experimental And Analytical Study On The Uplift Loading Mechanism Of Strip Plate Anchors Near A Sand Slope
195.	Experimental Study On Working Performance Of Phase Change Energy Storage Concrete Energy Piles
196.	Inituation,Development Mechanism Of Seepage Erosion And Its Consequences On Subgrade Fillings With Different Gradations
197.	Study On Solution Of The Clamping Wall Duct To Adaptation Of Civil Engineering Factors Of Baihetan Hydropower Station
198.	Study On The Failure Of Silty Sand Slope Under Different Seepage Boundary Conditions And Fiber Reinforced Control By Model Tests
199.	Centrifugal Model Tests Of Ship Impact On A Pile Group At Different Positions And Directions
200.	On Bearing Behavior Of Single Pile Under Combined Horizontal And Uplift Loading
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