Indoor model test - Globe Thesis

Keyword [Indoor model test] Result: 41 - 60 \| Page: 3 of 6
41.	Model Test On Bearing Behavior Of Square Closed Diaphragm Wall As Bridge Foundation In Collapsible Loess Ground
42.	Experimental Research On Flocculation Combined With Vacuum Preloading To Reinforce Reclamation Silt Foundation
43.	Study On Horizontal Bearing Characteristics Of The Caisson Diaphragm Wall With Variable Cross-section As Bridge Foundation
44.	Experimental And Simulation Analysis On Structure Performance Of Concrete Pile Of Strong Core And Increase Length
45.	The Indoor Model Test Study On The Effects Of The Drainage Condition And The Diameter And Length Of The Drainage Pine Poles Processing Of Soft Soil Foundation
46.	The Theoretical Calculation And Analysis On Bearing Performance Of Ram-compaction Multipile Expansion Pedestal Piles Under The Uplift Load
47.	Study On Vertical Bearing Mechanism Of Single Pile With Full-rammed Long Concrete
48.	The Soil-bin Indoor Model Experiments Research On The Effect Of Drainage Consolidation For Soft Foundation Treatment With Pine Drainage Piles
49.	Study On Indoor Model Test Of Soft Soil Foundation With Low Embankment Under Traffic Load
50.	The Indoor Model Test Study On Damage Mechanism Of Loess Slope Under The Condition Of Rainfall
51.	Enclosing Wall Soil Bags Foundation Indoor Model Test
52.	Effect Of Parallel Shield Tunnel Excavation On The Surface Settlement
53.	Force Analysis Of Prefabricated Pile And ABAQUS Numerical Simulation On Pile-soil Interface
54.	The Indoor Model Test And Numerical Simulation Research Of Gravity Anchor
55.	Model Test And Numerical Simulation Of Heave Stability Of Large And Deep Excavation Near River
56.	Research On Bearing Behavior Of Rigid-flexible Piles Composite Foundation With Reinforced Cushion Under Cyclic Loading
57.	Zhengzhou Silt Arch Between Anti-slide Piles And Reasonable Pile Spacing
58.	Experimental And Theoretical Study On The Calculation Of Laterally Loaded Piles In Steep Slope
59.	Research On The Effect Of Cross-sections And Structure Of Anti-slide Piles On Pile-soil Interaction
60.	Study On Load Transmission Mechanism And Vertical Bearing Capacity Of Pile In Karst Region
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