Analysis of earthquake induced slope fatigue by the Random Discrete Element Method dataset

dataset

posted on 2021-04-29, 08:00 authored by Tao ZhaoTao Zhao

This study employed the random field theory and 2D discrete element method to investigate the progressive fatigue process of a rock slope with explicit considerations of material heterogeneity. Following Monte-Carlo simulation scheme, 5400 repeated simulations were performed.

Funding

Engineering and Physical Sciences Research Council (EPSRC) New Investigator Award (grant EP/V028723/1)

Royal Society, Sino-British Fellowship Trust International Exchanges Award (grant IES\R2\202023)

The Fondazione Cariplo project @RockHoRiZon – Advanced Tools for Rockfall Hazard and Risk zonation at the regional scale

History

Usage metrics

Brunel University London

Keywords

Earthquake slope failures Random Field Theory DEM rock damage Civil Geotechnical Engineering Geophysics

Licence

CC BY 4.0