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Keyword [damage constitutive]
Result: 1 - 20 | Page: 1 of 9
1. A Visco-Elastoplastic Damage Constitutive Model Of Rock And Rock-Like Materials And Applications
2. The Elasto-Plastic Damage Constitutive Model Of Loess And Its Engineering Application
3. Analysis Of Submacroscopic Deformation Mechanism Of Frozen Silty Clay And A Study On Its Anisotropic Damage Models
4. Stability Control And Settlement Forecast Of Soft Roadbed Treated With Combined Vacuum-Surcharge Preloading
5. Study On Damage Mechanics And Stability Of The Surround Rock Mass Of Branched Tunnel
6. Nonlinear Damage Analysis Of Reinforced Concrete Short-pier Shear Wall Structures
7. Research On Damage Constitutive Theory Of Concrete And Its Application In Seismic Analysis Of Long-Span Bridge
8. The Micro-damage Constitutive Model For Soil
9. Hydro-mechanical Coupled Creep Damage Constitutive Model Of Boom Clay, Back Analysis Of Model Parameters And Its Engineering Application
10. Study On Seismic Capability And Analysis Method Of Underground Subway Structures
11. Study On The Vibration Response And Fatigue Life Of High-speed Railway Tunnels Based On Damage Theory
12. Investigation On Fracture Behaviors And Damage Constitutive Relation Of Concrete Considering Fractal Effects
13. Study On Long Term Hydro-mechanical Coupled Behavior Of Belgium Boom Clay
14. Study On The Mechanism Of Frost Heave Of Tunnel In Cold Region With High Altitude And Related Insulation Technology
15. Damage Constitutive Of Recycled Concrete And The Safety Research Of Multi-ribbed Composite Wall In Different Replacement
16. Study On Excavation Stability Of Complex Rock Slope At High Field Stress Areas
17. Research On The Mechanical Characteristics And Creep Properties Of Calcareous Mudstone In The Humidity Field
18. Research On Dynamical System's Reliability For Concrete Gravity Dam
19. Studies On The Engineering Performance Of Modified Polypropylene Fiber Concrete
20. Research And Application On Elastoplastic Damage Constitutive Model For Concrete Based On Ideally Undamaged State
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