vacuum preloading - Globe Thesis

Keyword [vacuum preloading] Result: 81 - 100 \| Page: 5 of 10
81.	Study On Consolidation Theory For Vertical Drains With Exponential Flow
82.	The Study Of Deformation Characteristics On Reclaimed Soil Foundation Under Vacuum Preloading
83.	Study On Lateral Affecting Range Of Recently Reclaimed Soft Clay Foundation Improved By Vacuum Preloading
84.	Experimental Study On Improved Electro-osmotic Consolidation Of Soft Clay
85.	Experiment Research And Numerical Simulation On Soft Soil Foundation By Vacuum Preloading Consolidation
86.	The Research Of Filled Clay Foundation Load To Round Breakwater Effect On The Stability
87.	Reclamation Large Shoals Of Silt Ground Vacuum-pressure Treatment Pretest Research Techniques
88.	Research On Underwater Vacuum Preloading Technology In Intertidal Zone
89.	Experimental Study On New Vacuum Preloading Technology Used In Recently Dredger Fill Reinforcement
90.	The Study Of Saturated Dredger Soil In Guangzhou Nansha Port Based On Vacuum Pre-loading Consolidation And Numerical Simulation
91.	Application And Deformation Analysis Of Vacuum Preloading In Soft Foundation Treatment
92.	The Vacuum Preloading Method In The Project Of The Reclaimed Soil Soft Foundation Reinforcement Effect Research
93.	The Theoretical Research Of The Soil Cracking
94.	Deformation Analysis And Reinforcement Evaluation Of The Land Reclamation Area In Ground Processing
95.	Research On Site Monitoring For Soft Ground Consolidation With Direct Vacuum Preloading Method And Foundation Settlement Prediction Modle
96.	Study On Theory And Application Of Vacuum Preloading With Long-short Plastic Drainage Board
97.	Analysis Of Vacuum Preloading Effect On Surrounding Environment And Research For Protective Countermeasures
98.	Research Of The Influence Cause By Vacuum Preloading To The Pile Nearby
99.	Experimental Study On Clogging Behavior Of PVD In Nansha Soft Clay Improved By Vacuum Preloading
100.	The Effect Of Bent Prefabricated Vertical Drains On The Effective Range Of Vacuum Preloading Reinforcement In New Reclaimed Soil Foundation
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