Behavior of granular materials under cyclic shear

被引:32
|
作者
Mueggenburg, NW [1 ]
机构
[1] Univ Chicago, James Franck Inst, Dept Phys, Chicago, IL 60637 USA
来源
PHYSICAL REVIEW E | 2005年 / 71卷 / 03期
关键词
D O I
10.1103/PhysRevE.71.031301
中图分类号
O35 [流体力学]; O53 [等离子体物理学];
学科分类号
070204 ; 080103 ; 080704 ;
摘要
The design and development of a parallel plate shear cell for the study of large-scale shear flows in granular materials is presented. The parallel plate geometry allows for shear studies without the effects of curvature found in the more common Couette experiments. A system of independently movable slats creates a well with side walls that deform in response to the motions of grains within the pack. This allows for true parallel plate shear with minimal interference from the containing geometry. The motions of the side walls also allow for a direct measurement of the velocity profile across the granular pack. Results are presented for applying this system to the study of transients in granular shear and for shear-induced crystallization. Initial shear profiles are found to vary from packing to packing, ranging from a linear profile across the entire system to an exponential decay with a width of approximately six bead diameters. As the system is sheared, the velocity profile becomes much sharper, resembling an exponential decay with a width of roughly three bead diameters. Further shearing produces velocity profiles which can no longer be fit to an exponential decay, but are better represented as a Gaussian decay or error function profile. Cyclic shear is found to produce large-scale ordering of the granular pack, which has a profound impact on the shear profile. There exist periods of time in which there is slipping between layers as well as periods of time in which the layered particles lock together resulting in very little relative motion.
引用
收藏
页数:10
相关论文
共 50 条
  • [31] Effect of cyclic shear stress ratio on cyclic behavior of clay under multidirectional shear loading
    Jin, Hongxu
    Pan, Daoming
    Guo, Lin
    Shi, Li
    [J]. MARINE GEORESOURCES & GEOTECHNOLOGY, 2024, 42 (09) : 1273 - 1281
  • [32] Shear modulus and reversible particle trajectories of frictional granular materials under oscillatory shear
    Michio Otsuki
    Hisao Hayakawa
    [J]. The European Physical Journal E, 2021, 44
  • [33] Behavior of confined granular beds under cyclic thermal loading
    Pavel S. Iliev
    Elena Giacomazzi
    Falk K. Wittel
    Miller Mendoza
    Andreas Haselbacher
    Hans J. Herrmann
    [J]. Granular Matter, 2019, 21
  • [34] Shear modulus and reversible particle trajectories of frictional granular materials under oscillatory shear
    Otsuki, Michio
    Hayakawa, Hisao
    [J]. EUROPEAN PHYSICAL JOURNAL E, 2021, 44 (05):
  • [35] UNDRAINED BEHAVIOR OF CLAY UNDER CYCLIC SHEAR STRESSES
    ANSAL, AM
    ERKEN, A
    [J]. JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1989, 115 (07): : 968 - 983
  • [36] Behavior of confined granular beds under cyclic thermal loading
    Iliev, Pavel S.
    Giacomazzi, Elena
    Wittel, Falk K.
    Mendoza, Miller
    Haselbacher, Andreas
    Herrmann, Hans J.
    [J]. GRANULAR MATTER, 2019, 21 (03)
  • [37] Behavior of flowing granular materials under variable g
    Brucks, Antje
    Arndt, Tim
    Ottino, Julio M.
    Lueptow, Richard M.
    [J]. PHYSICAL REVIEW E, 2007, 75 (03):
  • [38] Behavior of rounded granular materials in direct shear: Mechanisms and quantification of fluctuations
    Li, Y. R.
    Aydin, A.
    [J]. ENGINEERING GEOLOGY, 2010, 115 (1-2) : 96 - 104
  • [39] Jamming and Shear for Granular Materials
    Behringer, R. P.
    Dijksman, Joshua
    Ren, Jie
    Zhang, Jie
    Majmudar, Trushant
    Chakraborty, Bulbul
    Bi, Daipeng
    Tordesillas, Antoinette
    [J]. POWDERS AND GRAINS 2013, 2013, 1542 : 12 - 19
  • [40] Shear strength of granular materials
    Radjai, Farhang
    Azema, Emilien
    [J]. EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2009, 13 (02) : 203 - 218