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
Long-term Deformation Prediction of 300 m High Rockfill Dams
:Creep deformation is an important feature of high rockfill dams. Excessive settlement may endanger the stability of the dam or impair its normal operation.
doaj
Mechanical behavior of rockfill materials - Application to concrete face rockfill dams
Comportement mécanique des enrochements - Application aux barrages à masque amont en béton. Le barrage poids en enrochement dont l’étanchéité est assurée par un masque en béton sur sa face amont est de plus en plus utilisé aujourd’hui. Son appellation courante est « CFRD1 ».
openaire +2 more sources
New Type of Dam for Longitudinal Reinforced Rockfill Dam and Its Operation Safety Analysis
After a long time operation, a conventional earth rockfill dam (e.g. homogeneous dam or core wall dam) may suffer from a lot of dam diseases such as dam-break, overtopping, landslides and leakage. On the basis of a large number of practices of rebuilding
Jun LIANG
doaj
Prediction of Rockfill Materials' Shear Strength Using Various Kernel Function-Based Regression Models-A Comparative Perspective. [PDF]
Ahmad M +5 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
Research on the optimization efficiency of secondary vibrating screening based on EDEM simulation. [PDF]
Zhu C +6 more
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
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
Modeling progressive failure in steep rock slopes using the combined finite-discrete element method. [PDF]
Xu J +5 more
europepmc +1 more source

