A micro–macro investigation of the capillary strengthening effect in wet granular materials
Author:
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
http://link.springer.com/article/10.1007/s11440-017-0619-0/fulltext.html
Reference63 articles.
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2. Bishop AW, Blight GE (1963) Some aspects of effective stress in saturated and partly saturated soils. Géotechnique 13(3):177–197. https://doi.org/10.1680/geot.1963.13.3.177
3. Chalak C, Chareyre B, Nikooee E, Darve F (2016) Partially saturated media: from DEM simulation to thermodynamic interpretation. Eur J Environ Civ Eng. https://doi.org/10.1080/19648189.2016.1164087
4. Chareyre B, Scholtes L, Darve F, Nakagawa M, Luding S (2009) Micro-statics and micro-kinematics of capillary phenomena in dense granular materials. AIP Conf Proc 3:927–930. https://doi.org/10.1063/1.3180083
5. Cundall PA, Strack ODL (1979) A discrete numerical model for granular assemblies. Géotechnique 29(1):47–65. https://doi.org/10.1680/geot.1979.29.1.47
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