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Keyword [Excavation]
Result: 81 - 100 | Page: 5 of 9
81. Study On Landslide Stability Under Tunnel Crossing Conditions
82. Study On Groundwater Extraction In Open-cut Foundation Pit In Sandy Pebble Soil Strata And Control Of Ground Subsidence
83. Experimental Study On Deformation Characteristics Of Rockfill Constituted By Mudstone Excavation Materials
84. Influence Of Shield Tunnel Excavation On Ground Surface And Overlying Building Foundation
85. Study On Numerical Simulation Of Pit Excavation Deformation In Soft Soil Area
86. The Study On Stability Of Excavation Face For Shield Tunnel Under Seepage
87. Influence Of Soil Layer Deformation On Metro And Safety Risk Assessment Of Metro In Shanghai
88. Rebound Mechanism Of Foundation Piles In Deep Foundation Pit Excavation And Its Effect On Uneven Settlement Of Buildings
89. Study On Stability And Control Measures Of Disturbed Ancient Landslides
90. Stability Of The Pole Tower Foundation Landslide Under Excavation And Rainfall
91. Study On Surface Subsidence Law Of Asymmetric Three-Cabin Pipe Gallery Underground Excavation Construction
92. The Determination Method Of Mechanical Parameters In Disturbed Zone Based On Acoustic Test And Its Application
93. Deformation Monitoring And Numerical Simulation Analysis Of Deep Foundation Pit Excavation In A Subway Station
94. Study On The Law Of Excavation Deformation And Its Influencing Factors In Subway Station Foundation Pit
95. The Excavation And Support Process Of A Bedding Rock Slope And Its Stability Response
96. Study On The Analysis Method Of The Inhomogeneous Meso Fracture Of Layered Rock Mass And Its Application In The Tunnel
97. Influence Mechanism Of In-Situ Stress On Blast-Induced Rock Fracture And Explosion Seismic Wave Propagation
98. Study On Failure Mode And Stability Analysis Under Underground Excavation Of Bedding Rock Slope
99. Study On Long-term Performance Evolution Law Of Typical Deep Excavation Channel Section Of South-to-north Water Transfer Project
100. Research On Visualization And Safety Early Warning Of Deep Foundation Pit Deformation Of Rail Transit Station Based On BIM Technology
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