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Keyword [Vacuum Preloading]
Result: 141 - 160 | Page: 8 of 10
141. Experimental Study On Effect Of Mixing Sand On Reinforcement Of High Clay Dredger Fill By Vacuum Preloading
142. Experimental Study On Reinforced Soft Clay Foundation By New Vacuum Preloading
143. Experimental Study On Composite Flocculants Combined With Vaccum Preloading To Reinforce Dredged Fill
144. Improvement Of Vacuum Preloading On Soft Clay Foundation By Hydraulic Filling And Its Clogging Mechanism
145. Experimental Study On Reinforcement Technology Of High Water Content And Large Thickness Soda Residue Foundation
146. Experimental Study On The Deformation Characteristics Of The Dredger Fill Under The Stress Paths Of Vacuum Preloading
147. Intermittent Vacuum Preloading Technology To Reinforce Soft Soil Foundation Of Experimental Research
148. Study On The Clogging Mechanism Of Newly-dredged Mud Under Vacuum Preloading By Experiment And DEM Simulation
149. Laboratory And Field Test Research On The Technology Of Using Eletroosmosis Combined With Vacuum Preloading Method To Improve Soft Clay
150. Application And Study Of Underwater Vacuum Preloading Technology In Intertidal Zone
151. Experimental Research On The Slurry Homogeneity Of The Vacuum Grouting Method
152. Study On Consolidation Theory Of Composite Core With Gravel Pile Under Vacuum Preloading
153. Mechanism Of Vacuum Combined With Surcharge Preloading And Its Numerical Simulation
154. The Laboratory Studies At Reinforcement Mechanism Of Vacuum Preloading And Changes Of Ground Water Table
155. Analysis Of The Effect Of Vacuum Preloading For Hydraulic Soft Soil
156. Improved Vacuum Preloading Method For New Reclaimed Soil Foundation
157. Lime Flocculation Combined With Vacuum Preloading For Improvement Of Dredged Slurry
158. Experimental Study On Optimization Design Of Air Booster Vacuum Preloading For Dredger Fill
159. Experimental Study On Reinforcement Of Soft Soil Foundation By Electrochemical Reinforcement And Electroosmosis Combined With Surcharge Preloading
160. Non-uniformity In The Consolidation Process Of The Dredged Clay Under The Vacuum Pressure
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