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Hikari Yokota

Publications and source records attributed to Hikari Yokota.

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Bond-number-controlled durability of cohesive granular materials under repeated vibration

Cohesive granular materials derive their mechanical stability not only from the strength of individual interparticle bonds but also from the number of bonds forming the load-bearing network. However, these two effects are difficult to separate experimentally because conventional control parameters, such as liquid content, generally alter both simultaneously. Here, we use a mixed granular system composed of cohesive and noncohesive grains to control the cohesive bond number while keeping the bond strength approximately unchanged. We investigate the failure lifetime under repeated vibration and find that the number of cycles to failure, $N_f$, depends strongly on the mixing ratio $α$. In a mean-field picture of random mixing, the fraction of cohesive contacts scales as $α^2$, and $N_f$ increases approximately exponentially with $α^2$. By contrast, although the lifetime tends to decrease with increasing vibration intensity $G$, its dependence on $G$ is comparatively weak over the present experimental range. Remarkably, although the Young's modulus is nearly independent of $α$ above the rigidity threshold, the lifetime continues to increase strongly with $α$. This demonstrates that mechanical rigidity and durability against repeated perturbations exhibit distinct dependences on the cohesive network. These results identify bond number as a key control parameter for the durability of cohesive granular materials.

cond-mat.soft

Gel-like granular materials with high durability and high deformability

Building materials such as concretes and mortar are formed by solidifying granular slabs. Such materials are often fractured by giant forces such as during earthquakes, leading to the collapse of structures and potentially casualties. One avenue of enquiry to prevent cracking would be to realize a material that can maintain a stable shape without being solidified. Here, we focus on sand grains coated with silicone oil, experimentally investigating the Young's modulus of a granular slab where ordinary grains and the coated grains are mixed in a mixing ratio $α$. It is found that the Young's modulus increases rapidly at $α\ge 0.6$. We use numerical simulation to show that this sudden increase in the Young's modulus is caused by a rigidity percolation transition. Furthermore, we are able to show that granular slabs containing coated sand have outstanding deformability without collapsing under large external stress. We believe this may lead to the development of granular materials that are rigid under usual pressures but deformable under more extreme conditions, such as during seismic activity.

cond-mat.soft