Simple Model for Wet Granular Materials with Liquid Clusters

نویسندگان

  • Namiko Mitarai
  • Hiizu Nakanishi
چکیده

We propose a simple phenomenological model for wet granular media to take into account many particle interaction through liquid in the funicular state as well as two-body cohesive force by a liquid bridge in the pendular state. In the wet granular media with small liquid content, liquid forms a bridge at each contact point, which induces two-body cohesive force due to the surface tension. As the liquid content increases, some liquid bridges merge, and more than two grains interact through a single liquid cluster. In our model, the cohesive force acts between the grains connected by a liquid-gas interface. As the liquid content increases, the number of grains that interact through the liquid increases, but the liquid-gas interface may decrease when liquid clusters are formed. Due to this competition, our model shows that the shear stress has a maximum as a function of the liquid-content. Introduction. – It is well known that just adding small amount of liquid to dry granular materials changes their behaviors drastically [1–3]. Liquid forms bridges between grains, and the bridge induces cohesion between grains due to the surface tension. When the amount of liquid is small, liquid bridges are formed between two grains at contact points; such a state is called the pendular state (Fig. 1(a)). As the amount of liquid is increased, several liquid bridges are connected to form a liquid cluster that includes more than two grains as in Fig. 1(b), which is called the funicular state. As we add the liquid further, all the pores will be filled with the liquid. It is called the capillary state if the liquid pressure is still lower than the air pressure, and finally the system becomes the slurry state if the amount of liquid is enough to make the liquid pressure as high as the air pressure. The liquid content dependence of the mechanical properties of wet granular materials has not been well understood yet. The most studied case is the pendular state, both experimentally and numerically [1–7]. There, the situation is rather simple because the grain-grain interactions, including the cohesion due to liquid bridges, are mainly two-body interactions. However, as the liquid content is increased, liquid clusters become non-negligible, which induce many-body interaction via the liquid. Methods and/or models to deal with such a situation have not been established yet and still under active research (a) (b) Fig. 1: Schematic description of the distribution of liquids in the wet granular materials. (a) The pendular state, where liquid bridges are formed at contact points. (b) The funicular state, where some liquid clusters that connect more than two grains are formed.

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Morphological clues to wet granular pile stability.

When a granular material such as sand is mixed with a certain amount of liquid, the surface tension of the latter bestows considerable stiffness to the material, which enables, for example, sand castles to be sculpted. The geometry of the liquid interface within the granular pile is of extraordinary complexity and strongly varies with the liquid content. Surprisingly, the mechanical properties ...

متن کامل

Pore Scale Model of Wet Granular Material

Landslides are one of the main natural threats for both people and infrastructure in mountainousregions. In most cases, landslides are triggered by the loss of cohesion in a soil due to the increasingliquid saturation level after long or intense rainfalls. Only little is known on the triggering of failuresat the microscopic scale due to the limited experimental accessibility and the...

متن کامل

Wet granular materials

Most studies on granular physics have focused on dry granular media, with no liquids between the grains. However, in geology and many real world applications (e.g., food processing, pharmaceuticals, ceramics, civil engineering, constructions, and many industrial applications), liquid is present between the grains. This produces inter-grain cohesion and drastically modifies the mechanical proper...

متن کامل

Mixing Behaviors of Wet Granular Materials in Gas Fluidized Beds

The mixing behaviors of dry and wet granular materials in gas fluidized bed systems were investigated computationally using the combined Computational Fluid Dynamics and Discrete Element Method (CFD-DEM). Dry particles were observed to mix fairly rapidly during the fluidization process due to vigorous relative motions between particles induced by the flow of gas. In contrast, due to the presenc...

متن کامل

Maximum Angle of Stability of a Wet Granular Pile

Anyone who has built a sandcastle recognizes that the addition of liquid to granular materials increases their stability. However, measurements of this increased stability often conflict with theory and with each other [1–7]. A friction-based Mohr-Coulomb model has been developed [3, 8]. However, it distinguishes between granular friction and inter-particle friction, and uses the former without...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

عنوان ژورنال:

دوره   شماره 

صفحات  -

تاریخ انتشار 2009