In this study, the real particle morphology of rockfill materials is obtained through three-dimensional scanning technology, and flexible boundary conditions are established by coupling the discrete element method and the finite element method.
Yunchao Cui +3 more
doaj +1 more source
Choice of constitutive model for rockfill materials is the most influencing factor that affects the computed stress and deformation results of concrete-faced dams (CFD).
FU Zhongzhi 1, 2, ZHANG Yijiang 1, CHEN Jinyi 1, WANG Yongsheng 3
doaj +1 more source
A Cross-Source Point Cloud Registration Algorithm Based on Trigonometric Mutation Chaotic Harris Hawk Optimisation for Rockfill Dam Construction. [PDF]
Ren B, Zhao H, Han S.
europepmc +1 more source
Research on the optimization efficiency of secondary vibrating screening based on EDEM simulation. [PDF]
Zhu C +6 more
europepmc +1 more source
Investigation of deformation characteristics of gate and earth-rock dam systems under deep overburden conditions. [PDF]
Liu B, Wang F, Zou D, Zhuo Y, Pang S.
europepmc +1 more source
A simplified method for calculating the reliability of rockfill dams slope stability using nonlinear parameters. [PDF]
Kangping L +5 more
europepmc +1 more source
Mechanical behavior and particle crushing of irregular granular material under high pressure using discrete element method. [PDF]
Chen Q +5 more
europepmc +1 more source
An End-to-End Particle Gradation Detection Method for Earth-Rockfill Dams from Images Using an Enhanced YOLOv8-Seg Model. [PDF]
Tang Y +5 more
europepmc +1 more source
An Elastoplastic Model for Unsaturated Rockfill Materials
Kohgo, Yuji +2 more
openaire +1 more source
Study on the Mechanical and Mesoscopic Properties of Rockfill Under Various Confining Pressures. [PDF]
Ou B +6 more
europepmc +1 more source

