Morphological clues to wet granular pile stability

被引:292
作者
Scheel, M. [1 ]
Seemann, R. [1 ]
Brinkmann, M. [1 ]
Di Michiel, M. [2 ]
Sheppard, A. [3 ]
Breidenbach, B.
Herminghaus, S. [1 ,4 ]
机构
[1] Max Planck Inst Dynam & Self Org, D-37073 Gottingen, Germany
[2] European Synchrotron Radiat Facil, F-38043 Grenoble, France
[3] Australian Natl Univ, Dept Appl Math, Canberra, ACT 0200, Australia
[4] Univ Erlangen Nurnberg, Inst Theoret Phys, D-91058 Erlangen, Germany
关键词
D O I
10.1038/nmat2117
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
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(1-4). The geometry of the liquid interface within the granular pile is of extraordinary complexity and strongly varies with the liquid content(5-7). Surprisingly, the mechanical properties of the pile are largely independent of the amount of liquid(2,8-13) over a wide range(14-16). We resolve this puzzle with the help of X-ray microtomography, showing that the remarkable insensitivity of the mechanical properties to the liquid content is due to the particular organization of the liquid in the pile into open structures. For spherical grains, a simple geometric rule is established, which relates the macroscopic properties to the internal liquid morphologies. We present evidence that this concept is also valid for systems with non-spherical grains. Hence, our results provide new insight towards understanding the complex physics of a large variety of wet granular systems including land slides, as well as mixing and agglomeration problems.
引用
收藏
页码:189 / 193
页数:5
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