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Keyword [Unsaturated]
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1. Experimental Study On Unsaturated Seepage Flow In Fracture And Numerical Analysis Of Seepage Flow In Fractured Rock Mass Due To Surface Infiltration
2. The Experimental Study On Engineering Characteristics Of The Soil With High Saturated Degree After Dynamic Consolidation And The Soil's Constitutive Model
3. The Theoretical And Methodical Research On Surface Settlement And Pipeline Deformation Due To Construction Disturbance In Metro Tunnel Construction
4. Generalized Model Of Fissures Distribution & Slope Stability Analysis For Unsaturated Expansive Soils
5. Rock Mechanics Damage And Rheology Constitutive Models Study
6. Study On Key Techniques In Numerical Computation Of Unsteady Saturated-Unsaturated Seepage Field And Its Application
7. Study On Stability Of High Subgrades Due To Rainfall Infiltration
8. A Study On Seepage Field And The Coupling Of Stress Field And Seepage Field And Its Application
9. Research On Deformation Control Of Superhigh Fill And Foundation Of Building On The High Fill
10. Analysis Method Of The Interaction Between Superstructure, Pile Foundation And Subgrade And Its Application On The Deviation Rectifying Of Building
11. Vibratory Compaction And Settlement-Deformation Of Loess-high Fill Highway Embankment
12. Study On The Synthesis And Properties Of Novel Polycarboxylate-Type High Range Water-Reducers
13. Variation Characteristics Of Soil Structure And Structural Constitutive Relation Of Unsaturated Loess Under Static And Dynamic Complex Stress Conditions
14. Research On The Theory And Engineering Practice About Unsaturated Desert Subsoil
15. Continuum Consolidation Theory And Its Engineering Applications
16. Study On Saturated-Unsaturated Seepage And Its Application
17. Study On Strength Behavior Of Remolded Unsaturated Cohesive Soil
18. Stability Study On Saturated-Unsaturated Fracture Rock Slope Under Atomized Rain Of High Dam
19. Study On Suctions And Shear Strength Of Unsaturated Soils And Experimental Verification
20. Constitutive Model And Slope Stability Evaluation And Its Application For Unsaturated Expansive Soil
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