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Keyword [vertical drains]
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21. The Thermo-Hydro-Mechanical Effect On Static And Dynamic Properties Of Soft Soil And Its Application
22. Study On Consolidation Theory For Vertical Drains With Exponential Flow
23. Analysis On The Consolidation For Vertical Drains Considering Hansbo’s Flow
24. The Analyses Of Viscoelastic Models’ Application In Soils With Vertical Drain
25. Experimental Study On Clogging Behavior Of PVD In Nansha Soft Clay Improved By Vacuum Preloading
26. The Effect Of Bent Prefabricated Vertical Drains On The Effective Range Of Vacuum Preloading Reinforcement In New Reclaimed Soil Foundation
27. The Influence Of PVDs’ Bending On Its Discharge Capacity And Single Well Test
28. Analytical Study On Consolidation Theory Of Soft Soils With Vertical Drains Under Complicated Condition
29. Study On The Effective Range Of Plastic Vertical Drain Under Vacuum Preloading
30. Research On The Performance Of The Prefabricated Vertical Drains In Reinforcement Dredger Fill Sludge In Vacuum Preloading
31. Study On Consolidation Settlement And Stability Controlling Of Super-soft Foundation Treated By The Method Of Prefabricated Vertical Drains With Preloading
32. Numerical Analysis On Secondary Consolidation Of Soft Ground Improved By Prefabricated Vertical Drains
33. Consolidation Of Viscoelastic Soil By Vertical Drains Incorporating Fractional-derivative Model
34. Ground improvement using vacuum preloading together with prefabricated vertical drains
35. Effect of deformation of prefabricated vertical drains (PVD) on discharge capacity and the characteristics of PVD smear zone
36. Soil vapor extraction enhanced with prefabricated vertical drains
37. Time dependent behaviour of reinforced embankments on soft foundations
38. Numerical and analytical solutions for consolidation analysis of soils without and with vertical drains
39. Study Of Large-strain Nonlinear Consolidation Of Soft Soils With Vertical Drains Based On Piecewise Linear Method
40. Analysis Of Consolidation Characteristics Of Unsaturated Soils Enhanced By Vertical Drains Under Complicated Conditions
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