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Table 1_Experimental-numerical investigation on the performance of basalt fiber reinforced asphalt mixture.xlsx
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Porous Grain-Based Modeling of Coral Reef Limestone: Revealing Heterogeneity and Strain Rate Effects
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Supporting data for PhD thesis "Particle-scale Modeling of Soil Behaviors Associated with Instability Problems"
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Different ellipsoidal particles with De = 6.30 mm used in the discrete element simulations.
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Stress concentration factor value in the numerical samples with different shapes and sizes.
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Comparative analysis of the proposed modified contact model against previous approaches.
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Fabric anisotropy evolution of numerical samples with different shapes and sizes.
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Numerical samples composed of elongated ellipsoids before and after triaxial compression.
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