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Keyword [FLAC3D numerical simulation]
Result: 101 - 119 | Page: 6 of 6
101. Study On The Softening Of Cretaceous Mudstone In Changchun Area
102. Study On Reasonable Pile Spacing Of Fully-Embedded Anti-Slide Pile
103. Construction Technology And Economic Analysis Of Green Soil Nail Wall Supporting Structure System
104. Slope Stability Analysis And Support Numerical Simulation Based On FLAC3D
105. Reinforcement And Numerical Simulation Of Soft Surrounding Rock Of Mountain Tunnel
106. Study On Stability Decay Mechanism And Engineering Treatment Of Coal Gangue Embankment In Subsidence Area
107. Numerical Simulation Of Foundation Excavation And Geological Body Deformation Response On The Left Bank Of A Hydropower Station
108. Study On The Evolution Law Of Physical And Mechanical Parameters Of Gravel-soil Accumulation Body Along Elevation Under The Action Of Rainfall
109. Numerical Simulation Analysis And Optimization Of A Deep Foundation Pit With Pile Anchor Supporting Structure
110. The Safety Monitoring Of Slope Deformation In An Engineering Project And Numerical Simulation Analysis
111. Study On The Theory And Anti Sliding Effect Of The Circular Anti Slide Pile Soil Arch With Anchor Cable Cluster
112. Research On The Application Of Foundation Treatment Technology In Large Area Dredger Fill Land Areas
113. Comparative Study On Anti-frost Heave Performance Of Pile-supported Foundation Pits In Winter
114. Research On Prestress Loss Of Free Section Of Rock And Soil Prestressed Anchor Cable
115. Study On Construction Mechanical Behavior And Construction Method Of Large Shallow Buried Excavation Subway Station
116. Study On The Influence Of Shield Tunneling On The Existing Foundation Pit
117. Study On Stability Of Retaining Structures In Saline Soil Regions Under Temperature Effects
118. Research On The Influence Of Dacite Unloading Damage Evolution On The Stability Of Underground Caverns Under Complex Structural Conditions
119. Instability Mechanism And Reinforcement Design Of Deep Foundation Pit In Soil-rock Dual Stratum
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