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Keyword [loess soil]
Result: 1 - 20 | Page: 1 of 3
1. Unsaturated Soil Mechanics Characteristics Of Compacted Loess Moistening Deformation
2. Dynamic Model Of Unsaturated Loess And It's Application To The Seismic Response Of Subway Station
3. Loess Structural Model And The Flooding Of Loess Channel Deformation Test And Numerical Analysis
4. Research On The Fully Coupled Thermal Field And Moisture Movement In Loess Soils
5. Technique Research On Pit-jacked Piles Rising To Replace About Multistorey And High-rise Buildings In Loess Soil
6. Research On The Effective Reinforced Depth On Dynamic Consolidation Based On Case-based Reasoning
7. The Strength Characteristic Of Loess And The Research Of The Effect Of Joint On The Stability Of Loess Soil Slope
8. Research On The Experimentation Of Mositure Movement In Unsaturate Loess Soil Considering Freezing
9. The Research Of Layered Loess Tunnel Structure And Surrounding Soils During The Interaction Characteristics
10. The Study Of Strength In Unsaturated Loess Based On The Soil-water Characteristic Curve
11. Engineering Properties Of Loess Humidifier Simulation Analysis
12. Subgrade Soil Parameters And Soil-based Classification
13. Study Of The Characteristic Curves For Unsaturated Loess
14. Experimental Research On Flexible Wall Seepage Test Of Modified Loess Soil Of Landfill Bottom Liner
15. Study On Collapsible Loess Characteristics And The Compaction Pile Treatment Effect Of Loess Of Xibao Passenger Dedicated Line
16. Experimental Study On Dynamic Characteristics Of Western Loess Subgrade Based On Shakedown Theory
17. Microsturcture Change Of Loess Soil During Wet Collapsing
18. Experimental Study On The Processing Technology Of Soil Compaction Pile In Collapsible Loess Foundation In High Speed Railway Station
19. Calculation Of The Anti-slide Piles Spacing Considering Stress Decreasing Characteristics Of Loess Soil-arch
20. Instability Analysis And Study On Prestressed Anchor And Soil Nailing Retaining Structure Of Large Deep Foundation Pit In Collapsible Loess Area
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