deformation field - Globe Thesis

Keyword [deformation field] Result: 41 - 57 \| Page: 3 of 3
41.	Research On Deformation Monitoring And Mechanical Performance Of Retaining Structure For Deep Foundation Pit Of A Highway Tunnel In Shenyang
42.	Deformation And Failure Mechanism Of Anchor Plate In Silt And Sand Based On PIV Technology Comparative Model Test Study
43.	The Influence Research On Deformation Of Deep Foundation Pit In Soft Soil Area On Adjacent Building
44.	Research On Deformation Characteristics Of Existing Shield Tunnel With New Tunnel Construction Based On 3D Discrete-continuous Coupling Method
45.	Study On Thelarge Deformation Mechanism And Support Experiment Of Triassic Slate Tunnel In Lanzhou-guangyuan Section Of Lanzhou-Chongqing Railway
46.	Research On Influence Of Subgrade Frost Heave On High-speed Railway Subgrade On Geometric Smoothness And Mechanical Properties Of Double Block Ballastless Track Structure
47.	Study On The Influence Of Tunneling Disturbance Of Deep-buried Shield Tunnels In Soft Soil
48.	Temperature Distribution And Deformation Field Measurement Research Of The Specimen Under Ultra-high Temperature
49.	Research On 3D-deformation Mearmrnt Techlnology Of Aero Engine Blade Based On Digital Image Correlation
50.	Research On Forced Deformation Characteristics And Ground Settlement Law Of Double-track Shield Crossing Bridge Pile Foundation
51.	Application Of CFG Pile In Soft Soil Foundation Treatment Of High-speed Railway
52.	Field Test On Deformation Characteristics Of A Curved Foundation Pit Excavation In Nanjing Metro
53.	Research On The Foundation Characteristics Frost Heaving In Northwest Saline Soil Area And Its Effect On The Deformation Of The Roadbed
54.	Study On Control Technology Of Schistose Basalt Tunnel Under Large Deformation
55.	Shield Tunneling Attitude And Its Influence On Ground Deformation In Ultra-soft Soil
56.	Study On Impacts On Deformations Of Metro Tunnel Induced By Overcrossing Excavation Considering Effects Of Soil Reinforcement And Excavation Sequence
57.	Analysis On The Mechanism And Failure Probability For Longitudinal Deformation Of Existing Shield Tunnel Induced By Overcrossing Tunnelling
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