Numerical modelling of intraplate earthquake by 2-dimensional distinct element method

A computational model for an intraplate earthquake source, comprising of three blocks and two intersection faults, is analysed by using a two-dimensional Distinct Element Method. The Mohr-Coulomb model (M-CM) and Continuously-Yielding model (C-YM) of rock discontinuities are used to simulate the behaviour of the faults. Stick-slip phenomena are obtained for both models. The results support the idea that the nucleation of an intraplate earthquake starts at the intersects of faults.

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Publication Details

Published
2026-01-30
DOI
https://doi.org/10.1201/9781003760955-35
Citations
5
Primary Topic
Geotechnical and Geomechanical Engineering
Type
article
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article

Numerical modelling of intraplate earthquake by 2-dimensional distinct element method

Lanru Jing, Ove Stephansson
5 citations
Geotechnical and Geomechanical Engineering
article

Numerical modelling of intraplate earthquake by 2-dimensional distinct element method

Lanru Jing, Ove Stephansson
article en
5 citations

Abstract

A computational model for an intraplate earthquake source, comprising of three blocks and two intersection faults, is analysed by using a two-dimensional Distinct Element Method. The Mohr-Coulomb model (M-CM) and Continuously-Yielding model (C-YM) of rock discontinuities are used to simulate the behaviour of the faults. Stick-slip phenomena are obtained for both models. The results support the idea that the nucleation of an intraplate earthquake starts at the intersects of faults.

Vol. 989(5)
Sustainable cities and communities
Openalex Percentile: Top 93%
Geotechnical and Geomechanical Engineering
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Numerical modelling of intraplate earthquake by 2-dimensional distinct element method — Lanru Jing, Ove Stephansson · (2026) | TGRS Research Map | TGRS