Mesoscopic Analysis of the Compaction Characteristics of Rockfill Materials Considering Gradation and Shape

Author:

Cui Wei1,Liu Guifeng2,Song Huifang3,Wang Cao4

Affiliation:

1. State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., Tianjin 300072, China; Key Laboratory of Earthquake Engineering Simulation and Seismic Resilience of China Earthquake Administration, Tianjin Univ., Tianjin 300350, China.

2. State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., Tianjin 300072, China.

3. State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., Tianjin 300072, China (corresponding author).

4. STECOL Corporation, Tianjin 300384, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference63 articles.

1. SHape Analyser for Particle Engineering (SHAPE): Seamless characterisation and simplification of particle morphology from imaging data;Angelidakis V.;Comput. Phys. Commun.,2021

2. Scale effects in rockfill behavior;Alonso E. E.;Geotech. Lett,2012

3. Automated particle shape identification and quantification for DEM simulation of rockfill materials in subgrade construction;Bai H.;Adv. Mater. Sci. Eng.,2022

4. Efficient collision detection of complex deformable models using AABB trees;Bergen G. V. D.;J. Graph. Tools,1997

5. A new algorithm for contact detection between convex polygonal and polyhedral particles in the discrete element method;Boon C. W.;Comput. Geotech.,2012

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