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Keyword [Excavation Unloading]
Result: 21 - 40 | Page: 2 of 3
21. Energy Adjustment Mechanism And Its Effects In Surrounding Rock Mass During Deep Rock Mass Excavation
22. The Stability Analysis Of Rockslope With Weak Interlayerunder The Unloading Influence
23. Numerical Simulation Study On Surrounding Rock Deformation Induced By Excavation Unloading In Deep Buried Circular Tunnel
24. The Effect And Numerical Analysis On Mechanical Parameters Of Surrounding Rock In The Process Of Tunnel Excavation Unloading Damage
25. A Centrifugal Model Test On Instability Of Loess Slopes Induced By Excavation
26. Study On Deformation Induced By Excavation Of High Bedding Rock Slope
27. Research On Unloading Disturbance Displacement Characteristics And Its Catastrophe By Upper Excavation Of Shield Tunneling In Soft Soil Stratum
28. Research On Energy Adjustment And Dynamic Effect Of Deep Surrounding Rock Based On Excavation Unloading Rate
29. Investigation On The Deformation Mechanism Of Sandy Ground Due To Tunnel Excavation Based On The Transparent Soil Testing Technology
30. Application Of Small Shaft Construction Method In Foundation Pit Excavation Above Metro Tunnel
31. Study On Influence Of Excavation Unloading Of Soft Soil Foundation Pit On Subway Segment Structure
32. The Mechanism Of Occurrence And Of TBM Trapped Under High Geostress And Medium Hard Rockmass Environment
33. Rock Damage Mechanism And Control Due To Excavation Disturbance In Deep Tunnels
34. The Stability Analysis Study Of The Water Inlet And Outlet Side Slopfe Of A Pumped Storage Power Station Based On FLAC3D
35. Study On Spatial Effect Of Unloading Deformation Of Surrounding Rock In Large Section Soft Rock Tunnel Excavation
36. Stability Analysis Of Loose High Slope Under Excavation Unloading Condition
37. Stability Evaluation And Process Control Of Soft Rock Slope
38. Study On Damage And Stability Of Unloaded Rock Mass In Foundation Pit Excavtion Based On Particle Flow Simulation
39. Deformation Failure Mechanism And Stability Analysis Of Surrounding Rocks Of Shuangjiangkou Hydropower Station
40. Study On The Mechanical Response Of Existing Piles Foundation Under Excavation Unloading
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