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Keyword [Post-peak]
Result: 1 - 20 | Page: 1 of 2
1. Research On Behavior Of Composite Foundation In Consideration Of Post-Peak Softening Characteristics Of Cemented Soils
2. Research On Unloading Failure Mechanism Of Rock Under High Stress And Its Application
3. Study On Mechanical Behavior And Constitutive Relations Of The Three Gorges Granite
4. Testing Study On Strength Softening Characteristics Of Loess-Like Soils
5. Study On Post-Peak Deformational Characteristics Of Rock Mass And Structural Stability Of Tunnel Based On Strain-Softening Model
6. Numerical Simulation Method Of Macro-Mesoscopic Failure Process Of Post-Peak Rock Mass And Its Application
7. The Study On Post-Peak Strain Softening Constitutuerit Equation And Numerical Simulation Of Rock
8. Experimental Study On Post-peak Deformation And Failure Behavior Of Rock Masses With Persistent Joints
9. The Study On The Evolution Of The Mechanical Parameters Of The Post-Peak Of The Deep Hard Rock
10. Study On Post Failure Behaviors Of Rock Under Impact Loading
11. Study On Energy Conversion Of Post-peak Fractured Rock Mass Failure And The Supporting Characteristics Of Fiber Shotcrete
12. Bolting Support Mechanical Mechanism Of Tunnel Surrounding Rock By Considering Post-peak Characteristics
13. Development And Performance Study Of Pendulum Impact Experiment System
14. Experimental Studies On Mechanical Properties And Post-Peak Non-linear Flow Of Saturated Granite Rock
15. Study And Numerical Simulation Of Axial Compression Performance Of 500MPa Grade Steel-reinforced High-strength Concrete Column
16. Study On The Axial Compressive Stress-Strain Relationship Of Fiber High Strength Contrete Confined By High Strength Reinforcement
17. Investigation of the pre to post peak strength state and behaviour of confined rock masses using mine induced microseismicity
18. A Micromechanical Model for Numerical Study of Rock Dilation and Ductilit
19. Pore pressure response and shear behavior of shear zones in weak rocks near Fort McMurray
20. Seismic performance and post-peak behaviour of reinforced concrete beam-column joints
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