soil arching effect - Globe Thesis

Keyword [soil arching effect] Result: 181 - 198 \| Page: 10 of 10
181.	Study On The Influence Of Soil Arching Effect Parameters Affect Of Embedded Anti-slide Piles
182.	Optimization Of Anti Slide Pile Based On Soil Arching Effect
183.	Bearing Mechanism And Structure Optimization Of Sparse Pile And Strong Anchor Supporting Structure In Loess Area
184.	Study On Composite Foundation With Variable Stiffness Composite Pile And Its Working Performance
185.	Bearing Characteristics And Settlement Rules Of Pile-net Composite Foundation(CFG Long Pile + CSC Short Pile)in Collapsible Loess Area
186.	Research On Earth Pressure Considering Soil Arching Effects And A Computing Method On Double-row Piles
187.	Research On Soil Arching Effect Behind Piles In Reinforced Slope And Horizontal Bearing Characteristics Of Piles
188.	Research On Stability Mechanism Of Soil Cave And Influencing Factors Of Arch Height In Karst Area Based On Soil Arching Effect
189.	Study On Evolution Of Soil Arching Effect Of Geosynthetic-reinforced And Pile-supported Embankment Subjected To Wetting Of Expansive Soil Foundation
190.	Study On Soil Arching Effect Of Combined Double-row Piles
191.	Model Test Study And Numerical Simulation Of Culvert Embankment Filling Displacement Under Load Reduction
192.	Study On The Formation Mechanism Of Soil Arching Effect Of Floating Pile-supported Embankment Under Static And Dynamic Loads
193.	Study On Deformation Mechanism Of Underlying Tunnel Caused By Excavation And Unloading Of Long Distance Foundation Pit In Residual Soil Layer
194.	Study On Slope Stability And Soil Arch Effect Of Anti Slide Pile Based On FLAC3D
195.	Study On Shield Tunnel Support Based On Three-dimensional Bucket Soil Arch
196.	Study On Mechanical Characteristics Of Segment Structure And Calculation Method Of Loose Earth Pressure Of Shield Tunnel With Small Spacing In Sand Cobble Stratum
197.	Study On Instability And Failure Mechanism Of Surrounding Rock Of Water-bearing Sand Tunnel And Stress Distribution Of Soil Arching Effect
198.	Mechanical Characteristics Of Bridge Piles Adjacent To Large Area Surcharge Load
<<First <Prev Next> Last>> Jump to