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Journal articles on the topic 'Granular materials'

Author: Grafiati
Published: 4 June 2021
Last updated: 5 October 2024

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1

Cody, G. D., T. H. Geballe, and P. Sheng. "Granular Materials." MRS Bulletin 15, no. 10 (October 1990): 85–86. http://dx.doi.org/10.1557/s0883769400058747.

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2

Mitarai, Namiko, and Franco Nori. "Wet granular materials." Advances in Physics 55, no. 1-2 (January 2006): 1–45. http://dx.doi.org/10.1080/00018730600626065.

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3

SATAKE, Masao. "Mechanics of granular materials." Journal of Geography (Chigaku Zasshi) 98, no. 6 (1989): 798–805. http://dx.doi.org/10.5026/jgeography.98.6_798.

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4

Levine, Dov. "Looking inside granular materials." Physics World 10, no. 4 (April 1997): 26–27. http://dx.doi.org/10.1088/2058-7058/10/4/21.

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5

Jenkins, James T. "Localization in Granular Materials." Applied Mechanics Reviews 43, no. 5S (May 1, 1990): S194—S195. http://dx.doi.org/10.1115/1.3120803.

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6

Wolf, Dietrich E., Farhang Radjai, and Sabine Dippel. "Dissipation in granular materials." Philosophical Magazine B 77, no. 5 (May 1998): 1413–25. http://dx.doi.org/10.1080/13642819808205033.

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7

Liu, Andrea J., and Sidney R. Nagel. "Granular and jammed materials." Soft Matter 6, no. 13 (2010): 2869. http://dx.doi.org/10.1039/c005388k.

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8

Behringer, R. P., Daniel Howell, Lou Kondic, Sarath Tennakoon, and Christian Veje. "Predictability and granular materials." Physica D: Nonlinear Phenomena 133, no. 1-4 (September 1999): 1–17. http://dx.doi.org/10.1016/s0167-2789(99)00094-9.

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9

Behringer, Robert P. "Jamming in granular materials." Comptes Rendus Physique 16, no. 1 (January 2015): 10–25. http://dx.doi.org/10.1016/j.crhy.2015.02.001.

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10

Maddalena, Francesco, and Mauro Ferrari. "Viscoelasticity of granular materials." Mechanics of Materials 20, no. 3 (May 1995): 241–50. http://dx.doi.org/10.1016/0167-6636(94)00064-6.

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11

McDowell, G. R., and A. Humphreys. "Yielding of granular materials." Granular Matter 4, no. 1 (February 2002): 1–8. http://dx.doi.org/10.1007/s10035-001-0100-4.

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12

McDowell, G. R., and J. J. Khan. "Creep of granular materials." Granular Matter 5, no. 3 (December 1, 2003): 115–20. http://dx.doi.org/10.1007/s10035-003-0142-x.

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13

Villani, Cédric. "Mathematics of Granular Materials." Journal of Statistical Physics 124, no. 2-4 (April 28, 2006): 781–822. http://dx.doi.org/10.1007/s10955-006-9038-6.

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14

Muir Wood, David, and Danuta Leśniewska. "Stresses in granular materials." Granular Matter 13, no. 4 (December 15, 2010): 395–415. http://dx.doi.org/10.1007/s10035-010-0237-0.

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15

Mesri, Gholamreza, and Barames Vardhanabhuti. "Compression of granular materials." Canadian Geotechnical Journal 46, no. 4 (April 2009): 369–92. http://dx.doi.org/10.1139/t08-123.

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Compression data on over 100 sands were examined to clarify the role of particle rearrangement through interparticle slip and rotation and particle damage on primary compression, including the yield stress, secondary compression, and coefficient of lateral pressure at rest. During the increase in effective vertical stress, mechanisms such as tighter packing that promote particle locking and interparticle slip and particle damage that promote particle unlocking together determine the relationship between void ratio and effective vertical stress. Three levels of particle damage together with interparticle slip and rotation determine three types of compression behavior and a yield stress at the abrupt onset of particle fracturing and splitting. The ratio of secondary compression index to compression index is independent of whether compression results from overcoming interparticle friction through interparticle slip, from overcoming particle strength through particle damage, or both; and therefore it is a constant independent of the effective stress range. The coefficient of lateral pressure at rest of an initially dense sand starts with a value defined by the Jaky equation and the maximum friction angle and remains constant up to the abrupt onset of particle fracturing and splitting, at which point it begins to increase with an increase in effective vertical stress.
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16

Mehta, Anita, Gary C. Barker, and Jean-Marc Luck. "Heterogeneities in granular materials." Physics Today 62, no. 5 (May 2009): 40–45. http://dx.doi.org/10.1063/1.3141940.

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17

E.Wolf, Farhang Radjai, Sabine Dipp, Dietrich. "Dissipation in granular materials." Philosophical Magazine B 77, no. 5 (May 1, 1998): 1413–25. http://dx.doi.org/10.1080/014186398258816.

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18

Adams, M. J. "Micromechanics of granular materials." Powder Technology 58, no. 4 (August 1989): 291–92. http://dx.doi.org/10.1016/0032-5910(89)80057-9.

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19

Edwards, S. F. "Equations of granular materials." Physica A: Statistical Mechanics and its Applications 274, no. 1-2 (December 1999): 310–19. http://dx.doi.org/10.1016/s0378-4371(99)00403-3.

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20

Jackson, Roy. "Some Features of the Flow of Granular Materials and Aerated Granular Materials." Journal of Rheology 30, no. 5 (October 1986): 907–30. http://dx.doi.org/10.1122/1.549874.

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21

McLaren, Christopher P., Thomas M. Kovar, Alexander Penn, Christoph R. Müller, and Christopher M. Boyce. "Gravitational instabilities in binary granular materials." Proceedings of the National Academy of Sciences 116, no. 19 (April 22, 2019): 9263–68. http://dx.doi.org/10.1073/pnas.1820820116.

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The motion and mixing of granular media are observed in several contexts in nature, often displaying striking similarities to liquids. Granular dynamics occur in geological phenomena and also enable technologies ranging from pharmaceuticals production to carbon capture. Here, we report the discovery of a family of gravitational instabilities in granular particle mixtures subject to vertical vibration and upward gas flow, including a Rayleigh–Taylor (RT)-like instability in which lighter grains rise through heavier grains in the form of “fingers” and “granular bubbles.” We demonstrate that this RT-like instability arises due to a competition between upward drag force increased locally by gas channeling and downward contact forces, and thus the physical mechanism is entirely different from that found in liquids. This gas channeling mechanism also generates other gravitational instabilities: the rise of a granular bubble which leaves a trail of particles behind it and the cascading branching of a descending granular droplet. These instabilities suggest opportunities for patterning within granular mixtures.
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22

Koenders, M. A. ‘Curt’. "Wave propagation through elastic granular and granular auxetic materials." physica status solidi (b) 246, no. 9 (August 17, 2009): 2083–88. http://dx.doi.org/10.1002/pssb.200982039.

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23

Hotskiy, Ya G., and A. R. Stepaniuk. "CREATION OF GRANULAR COMPOSITE MATERIALS WITH MULTILAYER STRUCTURE." Energy Technologies & Resource Saving, no. 3 (September 20, 2020): 50–55. http://dx.doi.org/10.33070/etars.3.2020.05.

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Granular products are widely used in many industries for the production of catalysts in oil refining and organic synthesis, drugs, food products, fertilizer production, etc. The main advantages of granular products are ease of operation and storage. Depending on the morphological structure, the granules obtained as a result of the technological process are divided into one-component, single-layer, composite-coated granule, multilayer granule, frame granule, and combinations thereof. In this paper, we consider, as an example, the technological basis of granulation of aqueous solutions of ammonium sulfate with impurities of humates, calcium carbonate and other substances with the formation of multilayer composite granules in a fluidized bed granulator. The processes of dehydration and mass crystallization during granulation, namely the influence of the drying rate and impurities on the kinetics of the evaporation process of the dispersed heterogeneous solution on solid particles have been studied. In the process of mass crystallization, when the saturation concentration is reached by removing the solvent, the processes of nucleation and crystal growth occur with the formation of a crystalline framework of ammonium sulfate crystals between, which impurities of organic matter and other components are evenly distributed in the volume of the formed micro layer. It was confirmed that the obtained granules of the composite granular fertilizer have a composite multilayer structure with a uniform distribution of suspended particles in the volume of the granule. Bibl. 14, Fig. 4.
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24

Shen, Xianda, Giuseppe Buscarnera, and Fengshou Zhang. "Anisotropic Breakage Mechanics for cemented granular materials." IOP Conference Series: Earth and Environmental Science 1330, no. 1 (May 1, 2024): 012049. http://dx.doi.org/10.1088/1755-1315/1330/1/012049.

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Abstract The anisotropy of granular geomaterials is sensitive to their fabric, which exhibits anisotropic mechanical properties as a function of deposition history, microscopic fabric, and loading paths. Here, a new fabric-enriched continuum breakage model is proposed to examine the relation between elastic and inelastic anisotropy in granular materials and cemented granular materials. A microstructure model is first implemented in the framework of fabric-enriched continuum breakage mechanics (F-CBM), where the anisotropic behaviour prior to yielding is introduced through a symmetric second-order fabric tensor embedded in the expression of the elastic energy potential. The anisotropic strain energy storage prior to grain crushing leads to the rotation and distortion of the yield surface of cemented granular materials. Parametric analyses are performed to assess the overall capability of the model to characterize the anisotropic inelastic processes in cemented granular. It is shown that the proposed model can accurately predict the strong correlation between anisotropic elasticity and breakage-damage processes in cemented granular materials. When damage involving the skeleton is the dominant inelastic process, the size of the elastic domain contracts and the material exhibits augmented brittleness with the disintegration of cement. While breakage processes are predicted to dominate the response of lightly cemented granular materials resulting in hardening behaviour. This work can be further extended to dynamically capture the anisotropic response of cemented granular materials with water-sensitive mineral constituents by accounting for the evolution of microstructural anisotropy.
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25

Sentani, Ari, Didier Marot, and Fateh Bendahmane. "Erodibility of Granular Materials Models." Journal of Advanced Civil and Environmental Engineering 1, no. 2 (October 31, 2018): 49. http://dx.doi.org/10.30659/jacee.1.2.49-56.

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Abstract: Two means physical processes are involved in failure of a dams structure: either a mechanical failure by sliding, or a hydraulic failure by erosion. The causes of failures are internal erosion (23 cases between 44), or external erosion (20 cases of overtopping) and 1 case of sliding. In consequence, internal erosion is the most frequent cause for all the water retaining structures. A series of test are needed to develop models that can describe the internal erosion. This research uses two kinds of tests. They are The Consodilated Drained (CD) Triaxial test and The Erodibility test with triaxial erodimetre. These two tests uses mixture between Kaolinite Proclay (25%) and Fontainebleau Sand (75%) with 9% of water content. The result shows that confinement pressure increase, time for obtained maximal deviatoric also increase. When deviatoric stress is increase, percentage of deformation is also increase. And also the volume variation of specimen is decrease in function of deformation. For the second test, the result shows after the loss of fine particles in the soil, the original dilative stress-strain behavior changes to be contractive and the peak stress is decreases. Comparing the results of Chang & Zhang in 2011, the curves rank in a coherent way for the stress-strain curve although it used different speciments.
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26

Radjai, Farhang, and Emilien Azéma. "Shear strength of granular materials." Revue européenne de génie civil 13, no. 2 (February 28, 2009): 203–18. http://dx.doi.org/10.3166/ejece.13.203-218.

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27

Vallejo, L. E. "Fractal analysis of granular materials." Géotechnique 45, no. 1 (March 1995): 159–63. http://dx.doi.org/10.1680/geot.1995.45.1.159.

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28

Vallejo, L. E. "Fractal analysis of granular materials." Géotechnique 47, no. 2 (April 1997): 381. http://dx.doi.org/10.1680/geot.1997.47.2.381.

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29

Zhou, Tong. "Velocity correlations in granular materials." Physical Review E 58, no. 6 (December 1, 1998): 7587–97. http://dx.doi.org/10.1103/physreve.58.7587.

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30

Brown, Colin B. "Entropy and Granular Materials: Model." Journal of Engineering Mechanics 126, no. 6 (June 2000): 599–604. http://dx.doi.org/10.1061/(asce)0733-9399(2000)126:6(599).

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31

Brown, Colin B., David G. Elms, Mark T. Hanson, Khashayar Nikzad, and R. Elaine Worden. "Entropy and Granular Materials: Experiments." Journal of Engineering Mechanics 126, no. 6 (June 2000): 605–10. http://dx.doi.org/10.1061/(asce)0733-9399(2000)126:6(605).

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32

Lenzi, Arcanjo. "Structural damping by granular materials." Journal of the Acoustical Society of America 99, no. 4 (April 1996): 2568–74. http://dx.doi.org/10.1121/1.415056.

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33

Zaman, Musharraf, Dar‐Hao Chen, and Joakim Laguros. "Resilient Moduli of Granular Materials." Journal of Transportation Engineering 120, no. 6 (November 1994): 967–88. http://dx.doi.org/10.1061/(asce)0733-947x(1994)120:6(967).

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34

Jm, Valverde, Castellanos A, and Quintanilla Mas. "The memory of granular materials." Contemporary Physics 44, no. 5 (September 2003): 389–99. http://dx.doi.org/10.1080/0010751031000155939.

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35

Franklin, Scott V. "Geometric cohesion in granular materials." Physics Today 65, no. 9 (September 2012): 70–71. http://dx.doi.org/10.1063/pt.3.1726.

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36

Lenaerts, Toon, and Philip Dutré. "Mixing Fluids and Granular Materials." Computer Graphics Forum 28, no. 2 (April 2009): 213–18. http://dx.doi.org/10.1111/j.1467-8659.2009.01360.x.

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37

Makse, Hernán A., David L. Johnson, and Lawrence M. Schwartz. "Packing of Compressible Granular Materials." Physical Review Letters 84, no. 18 (May 1, 2000): 4160–63. http://dx.doi.org/10.1103/physrevlett.84.4160.

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38

Przedborski, Michelle A., Thad A. Harroun, and Surajit Sen. "Localizing energy in granular materials." Applied Physics Letters 107, no. 24 (December 14, 2015): 244105. http://dx.doi.org/10.1063/1.4937903.

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39

Luding, Stefan, and Orion Mouraille. "Acoustic waves in granular materials." Journal of the Acoustical Society of America 123, no. 5 (May 2008): 3273. http://dx.doi.org/10.1121/1.2933611.

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40

Josserand, Christophe, Alexei V. Tkachenko, Daniel M. Mueth, and Heinrich M. Jaeger. "Memory Effects in Granular Materials." Physical Review Letters 85, no. 17 (October 23, 2000): 3632–35. http://dx.doi.org/10.1103/physrevlett.85.3632.

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41

Saadatfar, Mohammad. "Computer Simulation of Granular Materials." Computing in Science & Engineering 11, no. 1 (January 2009): 66–74. http://dx.doi.org/10.1109/mcse.2009.4.

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42

Herrmann, H. J. "Statistical models for granular materials." Physica A: Statistical Mechanics and its Applications 263, no. 1-4 (February 1999): 51–62. http://dx.doi.org/10.1016/s0378-4371(98)00506-8.

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43

Dumpich, G., A. Carl, and P. Mikitisin. "Electron localization in granular materials." Materials Science and Engineering: A 217-218 (October 1996): 353–57. http://dx.doi.org/10.1016/s0921-5093(96)10280-x.

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44

Kuhn, Matthew R. "Structured deformation in granular materials." Mechanics of Materials 31, no. 6 (June 1999): 407–29. http://dx.doi.org/10.1016/s0167-6636(99)00010-1.

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45

Al-Raoush, Riyadh. "Microstructure characterization of granular materials." Physica A: Statistical Mechanics and its Applications 377, no. 2 (April 2007): 545–58. http://dx.doi.org/10.1016/j.physa.2006.11.090.

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46

Penkavova, V., L. Kulaviak, M. C. Ruzicka, M. Puncochar, Z. Grof, F. Stepanek, M. Schongut, and P. Zamostny. "Compression of anisometric granular materials." Powder Technology 342 (January 2019): 887–98. http://dx.doi.org/10.1016/j.powtec.2018.10.031.

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47

Artoni, Riccardo, Giovanni Loro, Patrick Richard, Fabio Gabrieli, and Andrea C. Santomaso. "Drag in wet granular materials." Powder Technology 356 (November 2019): 231–39. http://dx.doi.org/10.1016/j.powtec.2019.08.016.

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48

Kumar, J., C. Lakshmana Rao, and Mehrdad Massoudi. "Couette flow of granular materials." International Journal of Non-Linear Mechanics 38, no. 1 (January 2003): 11–20. http://dx.doi.org/10.1016/s0020-7462(01)00037-3.

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49

Goder, D., H. Kalman, and A. Ullmann. "Fatigue characteristics of granular materials." Powder Technology 122, no. 1 (January 2002): 19–25. http://dx.doi.org/10.1016/s0032-5910(01)00390-4.

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50

Veretel'nik, S. P., A. S. Parfenyuk, and V. S. Karpov. "Physicomechanical testing of granular materials." Chemical and Petroleum Engineering 28, no. 1 (January 1992): 60–61. http://dx.doi.org/10.1007/bf01156714.

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