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Keyword [indoor model test]
Result: 81 - 100 | Page: 5 of 6
81. Application Study On Differential Settlement Control Of Pile-net Composite Foundation In Widening Of Expressway
82. Analysis Of Dynamic Influence Of The Traffic Load On Double-row Pile Supporting Structure
83. Study On Soil Arching Effect And Load Reduction Characteristics Of High Fill Soil-Rock Mixture Embankment Culvert
84. Study On Excavation Method Of Large Span Underground Cavern By Pulling Apart Anchor
85. Experimental Study On Indoor Model Of Pile Long On Treatment Of Drainage Pine Piles
86. Research On Influence Of Circular Diaphragm Wall Joints On Mechanical Performance Of Wall
87. Experimental Research Of Radial Pre-pressure Reinforcement Technology For Soft Ground Foundation
88. Research On Bearing Mechanism Of Rigid Long-short-pile Composite Foundation Under Horizontal Load
89. Research On Improvement Of Dredged Slurry By Combined Of Vacuum Preloading And Dynamic Consolidation Method
90. Indoor Model Test And Numerical Simulation Analysis Of Load Transfer Law Of Self-anchored Test Pile
91. Laboratory Model Test And Numerical Analysis Of RAP Material For Use As Retaining Wall Fill
92. Mechanical Response Characteristics Of Low Embankment And Influence Analysis On Surrounding Structures Under The Action Of Vibration Rolling
93. Study On Load-bearing Performance And Failure Mode Of Tunnel Anchorage Of Jinsha River Super Large Suspension Bridge
94. Impact Analysis Of Mudstone Expansion On The Stability Of Tunnel Lining
95. Research On The Influence Of Ground Load On The Force And Deformation Of Shield Tunnel
96. Theoretical Research On Deformation Calculation Of Composite Soil Nailing Wall With Micro-pile Based On MINDLIN Solution
97. Working Mechanism And Load Transfer Mode Of Pile-Supported Reinforced Embankment In Soft Soil Area
98. Research On The Improvement Effect Of Peat Soil Foundation Bearing Capacity Based On Polymer Grouting Reinforcement Technology
99. Study On The Influence Of Foundation Pit Deformation Triggered By Water-Rich Strata Precipitation
100. Study On The Influence Of Pile Driving Construction In Composite Stratum On The Side Existing Subway Tunnel
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