Role of Particle Shape on Ground Responses to a Circular Tunnel Excavation in Sandy Soil: Consequences from DEM Simulations.

Materials (Basel) · 2022 · PMC9605616 · PMID 36295159

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a decreasing trendno p-value reported

The horizontal stresses measured along V-1 and V-3 both reduced with a decreasing trend as the distance from the tunnel increased.

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