Abstract

The influence of the particle size on the vertical plate penetration into dense cohesionless granular materials was numerically investigated. Simulations were performed in quasi-two-dimensional conditions by changing the mean particle diameters d50 but maintaining the plate thickness B from B/d50 = 63–2.6. The initial bulk packing fraction was kept high, irrespective of the particle size. In the smallest particle size case (B/d50 = 63), the size ratio reached almost the same level as that in the laboratory experiments using natural sand particles. The results demonstrated that the mean penetration resistance force acting on the plate tip surface increases with a decrease of B/d50, while the tangential force acting on the side surfaces does not change with B/d50. Tip resistances increase linearly with the penetration depth, while the tangential resistances increase with the square of the depth regardless of B/d50. The behavior of the resistance fluctuations changes qualitatively between B/d50 = 31 and 21. For all cases, we confirmed the formation of a wedge-shaped flow with a high forward velocity in front of the plate tip. The wedge flow width was larger than the plate thickness by almost a mean particle diameter, and was responsible for the increase in the mean resistance depending on the particle size. For the large B/d50 cases only, the resistance exhibited quasi-periodic fluctuations, which was attributable to the intermittent nucleation and disappearance of the shear bands. Moreover, we investigated the dependence of B/d50 on the band evolutions by analyzing the band thickness.Graphic abstractThe influence of the particle size on the vertical plate penetration into dense cohesionless granular materials was numerically investigated using DEM. Simulations were performed in quasi-two-dimensional conditions by changing the median particle diameters d50 but maintaining the plate thickness B. The initial bulk packing fraction was kept high, irrespective of the particle size. Upper and lower figures show the result of small (B/d50 = 63) and large particle size case (B/d50 = 21), respectively. In the small particle size case (B/d50 = 63), the size ratio reached almost the same level as that in the laboratory and the dynamics of 35.5 million particles was considered. Right and left figures illustrate instantaneous shear strain rate and local packing fraction distributions, respectively. Large qualitative change in the granular behaviors as well as penetration resistance was observed between B/d50 = 31 and 21. The intermittent nucleation and disappearance of the shear bands were clearly observed only for large B/d50 cases.

Highlights

  • We investigated the influence of particle size on vertical plate penetration into granular materials by large-scale Discrete element method (DEM) simulations

  • We confirmed that the mean penetration resistance acting on the plate tip surface increases with a decrease of B/d50, which is consistent with the experiments by Bolton et al [14]

  • From the observations of granular flow and shear band formation, a wedge-shaped granular flow with high forward velocity was observed in front of the plate tip for all the cases and it was similar to the wedge zone assumed in classical plastic failure theories

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Summary

Introduction

Hamm et al [1] and Tapia et al [2] observed plate penetrations using an image analysis technique under sufficiently larger B/d50 conditions (B/d50 ≈ 60) They demonstrated that shear band formation could be observed at a dense initial bulk packing fraction (φ0 > 0.6). To investigate the particle size effect, we conducted large-scale DEM simulations of vertical plate penetration into dense cohesionless granular materials in quasi-two-dimensional conditions using 67.9 million particles for the maximum case (d50 = 0.233 mm) [31]. We investigated the B/d50 dependence of the penetration resistance and shear band formation in a dense granular material by changing B/d50 extensively and maintaining the other conditions, such as the particle shape and initial bulk packing fraction. Thereafter, we illustrated the B/d50 dependence of the penetration resistance

Method
Methodology
DEM parameter setup
Validation testing of the DEM model
Plate penetration model setup
Penetration resistance
Deformation in granular materials
Granular flows
Shear band
Plate tip position
Conclusions
Compliance with ethical standards
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