High Fill - Globe Thesis

Keyword [High Fill] Result: 181 - 200 \| Page: 10 of 10
181.	Stability Analysis Of Muti-level Retaining Structure In High Fill Slope
182.	Study On The Deformation And Destruction Characteristics Of Piled Raft Foundation In The Combination Area With Digging And Filling Loess Of High-fill Region
183.	Study On The Large Area Field Immersion Tests In Loess High Fill Ground
184.	InP Microlens Arrays For PIN Detector
185.	Instability Mechanism And Disaster Prevention Of Highway High-filled Embankment Slope On The Mountainous Area
186.	Application Of Two-Factors Model In Prediction Of High Filled Settlement In Loess
187.	Static Analysis For High Fill Loess Slope Strengthened By New Compositional Retaining Structure
188.	Study On Settlement Deformation Law And Prediction Model Of High Fill Embankment In High-grade Highway In Mountain Area
189.	Study On Stability And Control Of Water-sensitive Soft Rock High Fill Subgrade In Daga Highway
190.	Study On Earth Pressure Distribution And Deformation Characteristics Of High Fill Cover Culvert
191.	Research On Damage Identification Method Of High Fill Channel Cement Slope Based On Multi-feature Fusion
192.	Study On Mechanical Characteristics Of Lateral Friction Of Piles In Loess High Fill Site
193.	Experimental Study On Dynamic Compaction Of High Fill Subgrade In Mountainous Areas
194.	Deformation Characteristics And Control Techniques Of Ultra High Fill Embankment On Steep Slopes
195.	Numerical Simulation Of The Mechanism Of Sideslip Deformation Of High Fill Embankment On Soft Subgrade
196.	Cut-and-cover And Structural Response Analyses Of A Tunnel With Load-reduction Backfilling
197.	Study On Collaborative Performance Of Composite Supporting Structure System At High Fill Slope Of Airport In Mountain Area
198.	Study On Model Test And Mechanical Characteristics Of High Fill Loess Cover-and-Cut Tunnel Under Load Reduction Of EPS Plate
199.	Research On Structural Optimization And Section Design Of Lining Structure Of Trench Type High Fill Loess Open Cut Tunnel Under Load Reduction
200.	Study On The Influence Factors Of Slope High Fill Backfill On Vertical Pile Structure And Case Monitoring
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