bearing capacity model - Globe Thesis

Keyword [bearing capacity model] Result: 21 - 40 \| Page: 2 of 3
21.	Study On Deformation And Bearing Capacity Characteristics Of Reinforced Embankment Slope
22.	Install Effects And Bearing Capacity Of Drilled Displacement Piles With A Screw-shaped Shaft
23.	Study On Bearing Mechanism And Ultimate Bearing Capacity Of Underreamed Anchor
24.	Model Test And Numerical Simulation Analysis Of Loess Slope Strengthened By Frame Anchor
25.	The Influence Of Rising Atmospheric Temperature On The Negative Friction Resistance Of Pile Side In Permafrost Regions
26.	Uplift Drawing Bearing Characteristics Research Of Single Screw Anchor Pile
27.	Study On The Deterioration Of The Bearing Capacity Of Rusty Reinforced Concrete Members
28.	Analysis On Vertical Bearing Behaviour Of In-service Piles Under The Condition Of Excavation Beneath Existing Building
29.	Coupling Bearing Capacity Model And Bearing Performance Research Of Magnetic Liquid Double Suspension System
30.	Unified Model Of Reinforced Concrete Members With Annular Section Under Combined Loads
31.	Study On The Modification Method Of NSM FRP-to-concrete Bonded Joints Strength Models
32.	Study On Load-carrying Capacity Of The Inflatable Single-Soldier Bridge Structure
33.	Study On Vertical Uplift Bearing Capacity Of Pressed Spinning Pile Head In Clay
34.	Theoretical Analysis And Experimental Study Of Flexural Bearing Capacity For Pretensioned Prestressed T-shaped Concrete Beam With Bent-tendons
35.	Seismic Performance Of Masonry Wall Retrofitted With CFRP Grid
36.	Study On Vertical Bearing Mechanism And Failure Mode Of Drilling With Cased Of Pipe Pile
37.	Research On Uplift Bearing Characteristics Of Pile Foundation In Sand
38.	Study On Eccentric Compression Of Reinforced Concrete Bridge Columns Under Typical Climate Environment And Sulfate Erosion In Northwest China
39.	Study On The Degradation Of Flexural Capacity Of High-performance H-shaped Steel Beams Corroded In Bending Section
40.	Model Test And Numerical Simulation Study On Influencing Factors Of Bearing Capacity Of Rock Socketed Pile End In Karst Area
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