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Keyword [grouting pressure]
Result: 41 - 60 | Page: 3 of 4
41.
Mechanism And Experimental Study On Grouting Reinforcement Of Mud Fault Fracture Zone In Tunnel
42.
Study On Antifriction Grouting Mechanism And Optimum Design Of Super-large Rectangular Section Pipe Jacking
43.
Study On The Influence Of Shield Tunnel Excavation On The Adjacent Response Of Pile Foundation
44.
Study On Slurry Diffusion Law Of Grouting And Its Lifting Effect On Shield Tunnels
45.
Study On The Settlement And Control Measures Of The Railway Subgrade Under The Shield Passing Through Lianzhen
46.
Numerical Simulation And Study Of Parallel Shield Tunnel Under Existing Tunnel
47.
Study On The Influence Of Rectangular Pipe Jacking Tunnel Construction On Stratum And Adjacent Underground Pipeline
48.
Experimental and theoretical study on pullout resistance of grouted soil nails
49.
Study on the pullout resistance of cement grouted soil nails
50.
Study On Tunnel Grouting Reinforcement Theory And Its Application In Fractured Rock
51.
Study On Fluctuation Mechanism And Stabilization Automatic Control Method Of Grouting Pressure In Rocky Dam Foundation
52.
Viscoelasto-plastic Cavity Expansion Theory Based Properties For Soil-grout Interface Bond Strength Of Pressure Grouted Anchors
53.
Research On Influencing Factors And Control Technology Of Shield Underpassing Subway Line Deformation
54.
Study On Non-stop Reinforcement Technology In Underground Shield Tunnel
55.
Study On Tunneling And Quality Control Trchnology Of Long Distance Shield Tunnel With Small Radius
56.
Research On Influence Of Synchronous Grouting Pressure On Segment Lining Floating During Shield Construction
57.
Study On Parameters Of Post Grouting Of Bored Pile
58.
Study On The Relationship Between Grouting Parameters And Stress Field And Seepage Field Of Water-rich Fissure Surrounding Rock Tunnel
59.
Interaction Characteristics Of Pipe-Soil-Slurry And Calculation Model Study Of Friction Resistance For Slurry Pipe Jacking In Water-Rich Sandy Layer
60.
Study On Mechanism Of Segment Floating Of Large Diameter Slurry Balance Shield Tunnel
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