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Keyword [K0 consolidation]
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1. Degradation Of Soil Structure And Anisotropic Plasticity Evolution Of Natural Clay
2. Time Dependent Behavior Of Natural Soft Clays
3. The Characteristics Of Deformation And Strength Of Staturated Structural K0-Consolidated Loess
4. Research On The K0 Consolidation Characters Of Unsaturated Intact Loess And Its Applications
5. The Elastoplastic Characteristics Of K0-Consolidated Unstaturated Loess
6. The Characteristics Of Structure Of Saturated K0-Consolidated Loess
7. Undrained Shear Strength Of K0 Consolidated Soft Soils
8. Study On Deformation Characteristics Of Ning-ming Unstaturated Expansive Soil
9. Study On Deformation Of Normal Consolidated Sand Under Cyclic Loading By Particle Flow Code
10. Experimental Study On The Static And Dynamic Behavior Of Saturated Calys Considering The Influence Of Stress Paths
11. Experimental Study On The Anisotropy And Non-coaxiality Of Soft Clay Considering The Change Of Principal Stress Direction
12. Cyclic Triaxial Stress-strain Response Elasto-plastic Simulation For The K0 Consolidated Saturated Clays And Research On The Axial Resistance Of Pipe In Soft Clay
13. Research On Rheological Test And Model Of Remolded Saturated Cohesive Soil
14. Study On K0 Consolidation Undrained Strength Of Structured Soft Clays
15. Experimental Study On The Effects Of Consolidation Condition On Compression And Strength Behavior Of Natural Sedimentary Calys
16. Study On Stress-strain And Strength Characteristics Of Typical Silty Clay In Zhengzhou
17. Study On Microstructure Characteristics And Mechanical Properties Of Remolded Clay With Long-term High-pressure K0 Consolidation
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