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Numerical simulation of grain-scale tensile failure for MICP cemented particles
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DOI：10.1016/j.compgeo.2026.108451.png)
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Abstract
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• A coupled MP–DEM framework simulates tensile failure in MICP-treated soils. • Anisotropic and interfacial damage models capture distinct bond failures. • Confinement alters tensile strength and the optimal cementation level.
Keywords:
MICP
MP-DEM
Anisotropy
Brittle damage
Cementation duality
Tensile failure
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