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Keyword [elasto-plastic constitutive model]
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1. The Experimental Study On Engineering Characteristics Of The Soil With High Saturated Degree After Dynamic Consolidation And The Soil's Constitutive Model
2. The Elasto-Plastic Damage Constitutive Model Of Loess And Its Engineering Application
3. An Experimental Study On Composite Foundation Of Compacted Cement-soil Pile And Its Numerical Simulation
4. Study On Bearing Mechanism And Optimization Design Of Bucket Foundation In Soft Clay
5. Microstructural Behavior Of Saturated Soft Clay And An Elasto-Plastic Constitutive Model Considering Microstructure
6. Study On The Water Damage Evolution Model Of Gypsum Breccia And Its Mechanical Properties
7. Study On The Elasto-plastic Constitutive Model Of Structured Soil
8. The Research For The Semi-implicit Return Mapping Algorithm Of The Earth Structure And The Slope Stability Analysis
9. Elasto-Plastic Constitutive Model For Sand Under K0-CTC Stress Path
10. Numerical Nonlinear Analysis On Stresses And Deformations By FEM And Study Of Performance Of Geogrids-Reinforced Earth Retaining Walls
11. The Structural Property Studies Of The Unsaturated Loess And Its Elasto-Plastic Model Studies
12. An Elasto-plastic Constitutive Model For Unsaturated Cohesive Soils With A Unified Yield Surface
13. Research On Cyclic Elasto-plastic Constitutive Model For Rockfill Materials And Its Application
14. Statistical Analysis And 3D Elasto-plastic Numerical Simulation Of Embankment Dam Damages In Wenchuan Earthquake
15. 3-dimensional Fluid-solid Coupling Numerical Simulation For The Whole Process Of Deep Foundation Pit Excavation Of Diaphragm Wall
16. Implementation And Application Of Thin-Layer Solid Element For Soil-Structure Interaction
17. Damage Evolution Characteristics And The Accumulation Damage Model Of Sandstone Under Dry-Wet Cycle
18. Unsaturated Elasto-plastic Constitutive Model Of Ili Loess Considering Soluble Salt Content
19. An Anisotropic Elasto-plastic Constitutive Model For Structured Unsaturated Loess
20. Mechanical Properties Of Gravelly Sand Under Different Stress Paths
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