Capillary Interaction in Wet Granular Assemblies: Part 1
Author:
Publisher
Springer International Publishing
Link
http://link.springer.com/content/pdf/10.1007/978-3-030-15899-6_8
Reference49 articles.
1. Haines, W.B.: Studies in the physical properties of soils: II. A note on the cohesion developed by capillary forces in an ideal soil. J. Agr. Sci. 15(4): 529–535 (1925). https://doi.org/10.1017/S0021859600082460
2. Fisher, R.A.: On the capillary forces in an ideal soil; correction of formulae given by W. B. Haines. J. Agric. Sci. 16(3), 492–505 (1926). https://doi.org/10.1017/S0021859600007838
3. Pye, K., Tsoar, H.: Aeolian Sand and Sand Dunes. Springer (2009)
4. Kim, T.H., Hwang, C.: Modeling of tensile strength on moist granular earth material at low water content. Eng. Geol. 69(3), 233–244 (2003). https://doi.org/10.1016/S0013-7952(02)00284-3
5. Simons, S.J.R., Fairbrother, R.J.: Direct observations of liquid binder-particle interactions: the role of wetting behaviour in agglomerate growth. Powder Technol. 110(1–2), 44–58 (2000). https://doi.org/10.1016/S0032-5910(99)00267-3
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