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Image-Aided Element Shape Generation Method in Discrete-Element Modeling for Railroad Ballast
Publisher: American Society of Civil Engineers
Abstract: The discrete-element method (DEM) provides more realistic results compared with those of continuum analysis for unbound construction materials such as railroad ballast. This paper introduces a digital-image aided particle-shape ...
Displacement Measurement Based on Data Fusion and Real-Time Computing
Publisher: ASCE
Abstract: Displacement due to the deformation of civil structures such as bridges and buildings (caused by different external loads: e.g., vehicle, wind, and temperature) is an important factor for structure safety evaluation. ...
Characterization of Fatigue and Healing in Asphalt Binders
Publisher: American Society of Civil Engineers
Abstract: Asphalt mixtures have two healing mechanisms: adhesive healing at the asphalt-aggregate interface and cohesive healing within asphalt binders. This study investigates the effects of cohesive healing exclusively, without ...
Geogrid-Aggregate Interlock Mechanism Investigated through Aggregate Imaging-Based Discrete Element Modeling Approach
Publisher: American Society of Civil Engineers
Abstract: Geogrids are commonly used in road construction for stabilization and reinforcement purposes. Factors affecting the interaction or interlock mechanisms between geogrids and aggregates may include, but are not limited to, ...
Three-Dimensional Spherical DDA Method for Modeling Friction Problems
Publisher: American Society of Civil Engineers
Abstract: Three-dimensional (3D) discontinuous deformation analysis (DDA) is very suitable for simulating large-displacement behavior of rock masses. One fundamental issue commonly encountered in 3D DDA is 3D friction problems. In ...
Comparison of Laboratory Testing Using SmartRock and Discrete Element Modeling of Ballast Particle Movement
Publisher: American Society of Civil Engineers
Abstract: Track performance is largely dependent on ballast performance. Unfavorable ballast conditions cause track geometry roughness and can contribute to increased rates of damage and deterioration to the rail, tie, and fastening ...
Comparison of Laboratory Testing Using SmartRock and Discrete Element Modeling of Ballast Particle Movement
Publisher: American Society of Civil Engineers
Abstract: Track performance is largely dependent on ballast performance. Unfavorable ballast conditions cause track geometry roughness and can contribute to increased rates of damage and deterioration to the rail, tie, and fastening ...
Characterization of Ballast Particle Movement at Mud Spot
Publisher: American Society of Civil Engineers
Abstract: Mud pumping has been known to cause severe track degradation and compromise the safety of train operations. Mud pumping is normally the result of simultaneous upward intrusion of fine-grained soils into the ballast voids ...
NAO Influence on the MJO and its Prediction Skill in the Subseasonal-to-Seasonal Prediction Models
Publisher: American Meteorological Society
A New C++ Programming Strategy for Three-Dimensional Sphere Discontinuous Deformation Analysis
Publisher: ASCE
Abstract: A new C++ programming strategy with high modularization and good portability, and a novel data storage format for simultaneous equations with little computer memory consumption, no sorting operation, and simple addressing ...