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Keyword [nailing]
Result: 141 - 160 | Page: 8 of 10
141. Application Of Composite Soil Nailing Support For The Deep Excavation
142. FLAC3D Simulation And Field Testing Of Deep Excavation Supported By Soil Nail Walls
143. Settlement And Deformation Reaserch On Affecting Factors Of Composite Soil Nailing By Matlab
144. Numerical Simulation Of Cement-Soil Pile And Soil Nailing Supporting For Foundation Pit Excavation
145. The Calculation And Analysis Of Deformation Of Soil Nailing Retaining Structure Based On The Incremental Method
146. Research Of Seismic Active Earth Pressure Considering The Role Of Soil Nail Support Structure And Engineering Application Analysis
147. Working Properties And Analysis Of Simulation On Pile-Soil Nailing Composite Soil Structure
148. Numerical Simulation And Application Study On Combined Bolting Of Pile-Anchor And Soil Nailing Wall In Deep Excavation
149. The Research On The Deformation Of Soil Nailing In Deep Foundaton And Loess Region
150. Study On The Support System Of Deep Excavation By Numerical Simulation
151. Study On Numerical Simulation And Application Of Soil Nailing-Anchor Composite Support In Deep Excavation
152. Based On FLAC~3D Numerical Calculation Of The Composite Pit Retaining System With Anchorage Pile And Composite Soil-nailing
153. Mechanical Response Of Soil Nailed Wall Under Cyclic Load
154. Study On Interaction Between Expansive Soil And Soil Nailing Considering Rainfall Effect
155. Study Of The Working Characteristics In Deep Foundation Pit Supported By Composite Soil-Nailed Wall
156. Study On Deformation Of Composite Soil Nailed Wall By Particle Flow Code
157. Analysis Of Work Mechanism And Stability On Soil Nailing Structure With Decompressive Platform
158. The Calculation Of Soil Nails Based On Sliding Sphenoid-mass Limit Analysis
159. Based On Flac~3d Numerical Calculation Of The Composite Pit Retaining System With Anchorage Pile And Composite Soil-nailing
160. Study Of The Working Characteristics In Deep Foundation Pit Supported By Composite Soil-nailed Wall
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