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Keyword [Soft soils]
Result: 41 - 60 | Page: 3 of 4
41.
Laboratory Tests On Consolidation Behavior Of Soft Soils Under Vibration Drainage Conditions
42.
Analysis On Horizontal Cumulative Displacement Of Monopile Foundations In Saturated Soft Soils
43.
Analytical Study On Consolidation Theory Of Soft Soils With Vertical Drains Under Complicated Condition
44.
Temperature Dependent Behavior Of Soft Soils
45.
Laboratory Tests On Consolidation Behavior Of Marine And Backswamp Soft Soils Under Vibration Drainage Conditions
46.
One-Dimensional Consolidation Of Soft Soils Under Complicated Drainage Boundary Conditions
47.
Optimization Research For Stabilization Schemes Of Soft Soils Using Response Surface Methodology In Hefei
48.
The Influence Of Preloading On Piles Of Existing High Speed Railway Bridge In Soft Soils And Control Technologies
49.
Study On Long Term Settlement Ofbridge Pile In Deep Soft Soil
50.
Studies On The Nonlinear Large Strain Consolidation Theory For Layered Structured And Rheological Soft Soils
51.
Study On Lowering Groundwater Table And Confined Water Pressure For Deep Excavation In Soft Soils
52.
Studies On One-Dimensional Consolidation Theory For Layered Soft Soils Under Continuous Drainage Boundary Conditions
53.
Research On The Spatial Variability And Robust Geotechnical Design Of Excavation In Soft Soils Based On Cptu Data
54.
Research On Spatial Variability And Uncertainties Within Pile Capacity Of Soft Soils Based On CPTU
55.
Study On The Lateral Performance And Excavation-Induced Response Of Pile Foundations In Soft Soils
56.
Study On The Physical And Mechanical Characteristics Of Lacustrine Sedimentary Soft Soils In Changzhou Area
57.
Experimental Study On Small Strain Stiffness And Constitutive Model Of Shanghai Soft Soils
58.
Evaluation And Maintenance Methods For Roads On Soft Soils Based On Driving Comfort
59.
Experimental Study On Deformation Of Vibration Drainage Consolidated Soft Soil Under Traffic Load
60.
Study On One-Dimensional Consolidation Theory Of Structured Soft Soils Ground Under Continuous Drainage Boundary
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