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

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

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    Brunel University London

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    Keywords

    Earthquakeslope failuresRandom Field TheoryDEMrock damageCivil Geotechnical EngineeringGeophysics

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    CC BY 4.0

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