Arch effect - Globe Thesis

Keyword [Arch effect] Result: 41 - 60 \| Page: 3 of 5
41.	Researches On Bearing Mechanism And Deformation Of The Pile-supported Embankments Based On Soil Arch Effect
42.	The Research Of Mechanism On Settlement And Method On Settlement Calculating For Bonding Material Pile Composite Foundation Under High Embankment
43.	Research On Mechanical Property Of Long-span Buried Corrugated Steel Arch Bridge
44.	Study On Design And Calculation Method Of Embedded Anti Slide Pile
45.	The Research Of Micropiles' Designment And Method Based On Emergency Treatment Of Slope
46.	Study On Earth Pressure Calculation Method Of Anchored Retaining Wall Under Non-limit Displacement Pattern
47.	Study On The Failure Mechanism And Optimization Design Of Supporting For The Bedding Rock Slope With Weak Interlayer
48.	The Interaction Between Sheet-pile Wall And Rock-soil Body And Its Optimization Research Based On The Soil Arching Effect
49.	Study On The Independent Stability Depth Of Pile Hole Considering Circular Arch Effect And Stress Concentration Effect
50.	Zhengzhou Silt Arch Between Anti-slide Piles And Reasonable Pile Spacing
51.	Bearing Capacity Characteristics And Differential Settlement Of Composite Subgrade In Collapsible Loess Region
52.	Study On Meso-mechanism Of Influencing Factors On The Discharge Flow Pattern And Lateral Pressure Of Silo
53.	Quantitative Research Methods Of Effects Of Valley Topography On Stress And Displacement Properties Of CFRD
54.	Study On The Calculation Method Of Design Thrust And Pile Spacing And The Failure Warning Of The Anti-slide Pile
55.	Research On Assembled Steel Structure Supporting Technology Of Circular Shaft Based On Active Preloading
56.	Research On Numerical Simulation And Monitoring Control Of Construction Process Of Continuous Arch Bridge
57.	Analysis On Arch Effect Characteristics Of High Core Wall Rockfill Dam
58.	Study On Interaction Mechanism Between Anti-slide Pile And Soil Based On Soil Arch Effect
59.	Optimal Design Of Slope Prevention And Control Engineering
60.	Study On Deformation And Collapse Of Soil Stratum Above Underground Cavities Based On The Double-Arch Effect
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