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Keyword [particle flow code]
Result: 81 - 100 | Page: 5 of 6
81.
Effect Of Aggregate Varieties On Mechanical Characteristics Of Hydraulic Concrete And Numerical Simulation Of Concrete
82.
Preliminary Research On Micromechanism And Fluid-Solid Coupling Model Of Land Subsidence
83.
Mesoscopic Characteristics And Macroscopic Application Research Of Sandy Pebble Soil Based On Discrete Element Method
84.
Analysis On Reinforcement Effect Of Dynamic Compaction On Large-diameter Rockfill Subgrade Based On Particle Flow Code
85.
Study On Soil Calibration And Force Deformation Characteristic Of Corrugated Steel Pipe Culvert Based On Particle Flow Code
86.
Numerical Simulation Study Of Rock Fragmentation Mechanism And Effect By TBM Disc Cutter
87.
Numerical Analysis On Characteristics Of Reinforced Soil Retaining Wall Based On Particle Flow Code
88.
Evolution Process Of Soil Arching Effect Of Pile-supported Embankment And Its Engineering Application
89.
Numerical Simulation Of Piping Erosion Mechanism Based On Fluid-solid Coupling Theory
90.
Study On The Influence Of Storage Types On Dynamic Lateral Pressure Of Silos
91.
Study On The Bearing Capacity Of Anti-floating Underreamed Anchor In Sandy Soil Site
92.
Study On Damage And Stability Of Unloaded Rock Mass In Foundation Pit Excavtion Based On Particle Flow Simulation
93.
Study On Mesoscopic Model And Mechanism Of Concrete Hydraulic Fracture Based On Particle Flow Code
94.
Analysis Of The Relevance Between Macro-micro Parameters For Clays Based On Particle Flow Code Simulation
95.
Study On Dynamic Characteristics And Numerical Simulation Of Saline Soil Under Temperature Change Condition
96.
Development of a rock expert system (RES) for evaluating rock property values and utilization of three dimensional particle flow code (PFC3D) to investigate rock behavior
97.
Study On Mechanical Behavior And Damage Evolution Process Of Pile-rock Interface Of Rock-socketed Piles In Soft Rock
98.
Study On The Creep Characteristics Of Pile Stone Based On Detailed Contact
99.
Study On Distribution Characteristics Of Earth Pressure On Retaining Wall Under Over-consolidation Based On Particle Flow Code
100.
Study On The Evolution Mechanism And Safety Assessment Of Tunnel Lining Cracks In Qingdao
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