Abstract
The mechanical behavior of a granular medium is closely related to its saturation state. One of the underlying phenomena controlling this dependence is particle breakage. In the presence of water, the strength of a particle is weakened through various physical–chemical processes, which lead to an increase in the intensity of particle crushing. The acceleration of the particles fracturing results in the distinctive mechanical response usually observed in unsaturated soils. A multiscale experimental study was conducted to establish a causal relationship between the change of saturation and the increased breakage rate. Oedometric tests were used to understand the effects of saturation on the mechanics of the granular packing, while crushing and wedge splitting tests help appreciate the micromechanical origins of this typical behavior.
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References
Afnor (2006). NF EN 196-1. Méthodes et essais des ciments—Partie 1: détermination des résistances mécaniques. Afnor, Saint-Denis La Pleine. (in French)
Alonso EE, Tapias MA (2019) Suction and time effects in rockfill deformation. Int J Numer Anal Methods Geomech 43(5):1032–1050. https://doi.org/10.1002/nag.2916
Alonso EE, Romero EE, Ortega E (2016) Yielding of rockfill in relative humidity-controlled triaxial experiments. Acta Geotech 11(3):455–477. https://doi.org/10.1007/s11440-016-0437-9
Atkinson BK (1984) Subcritical crack growth in geological materials. J Geophys Res Solid Earth 89(B6):4077–4114. https://doi.org/10.1029/JB089iB06p04077
Atkinson BK (1987) Fracture mechanics of rock. Academic press geology series, London
Barnett RL, Kerrich R (1980) Stress corrosion cracking of biotite and feldspar. Nature 283:185–187
Beaudoin JJ (1985) Effect of humidity on subcritical crack growth in cement paste. Cem Concr Res 15(5):871–878. https://doi.org/10.1016/0008-8846(85)90154-1
Cai W (2012) Subritical crack growth in haredened cement paste. Ph.D. thesis, ETH Zurich
Chávez C, Romero E, Alonso EE (2009) A rockfill triaxial cell with suction control. Geotech Test J 32(3):219–231. https://doi.org/10.1520/GTJ101590
Linsbauer HN, Tschegg EK (1986) Fracture energy determination of concrete with cube-shaped specimens. Zement Und Beton 31:38–40
Michalowski RL, Nadukuru SS (2012) Static fatigue, time effects, and delayed increase in penetration resistance after dynamic compaction of sands. J Geotech Geoenviron Eng 138(5):564–574
Michalske TA, Freiman SW (1982) A molecular interpretation of stress corrosion in silica. Nature 295(5849):511–512. https://doi.org/10.1038/295511a0
Nara Y, Takada M, Igarashi T, Hiroyoshi N, Kaneko K (2009) Subcritical crack growth in rocks in an aqueous environment. Explor Geophys 40(1):163–171. https://doi.org/10.1071/EG08102
Nara Y, Hiroyoshi N, Yoneda T, Kaneko K (2010a) Effects of relative humidity and temperature on subcritical crack growth in igneous rock. Int J Rock Mech Min Sci 47(4):640–646. https://doi.org/10.1016/j.ijrmms.2010.04.009
Nara Y, Takada M, Mori D, Owada H, Yoneda T, Kaneko K (2010b) Subcritical crack growth and long-term strength in rock and cementitious material. Int J Fract 164(1):57–71. https://doi.org/10.1007/s10704-010-9455-z
Nara Y, Morimoto K, Yoneda T, Hiroyoshi N, Kaneko K (2011) Effects of humidity and temperature on subcritical crack growth in sandstone. Int J Solids Struct 48(7–8):1130–1140. https://doi.org/10.1016/j.ijsolstr.2010.12.019
Nara Y, Yamanaka H, Oe Y, Kaneko K (2013) Influence of temperature and water on subcritical crack growth parameters and long-term strength for igneous rocks. Geophys J Int 193(1):47–60. https://doi.org/10.1093/gji/ggs116
Oldecop LA, Alonso EE (2001) A model for rockfill compressibility. Géotech 51(2):127–139
Oldecop LA, Alonso EE (2004) Testing rockfill under relative humidity control. Geotech Test J 27(3):269–278. https://doi.org/10.1520/GTJ11847
Ovalle C, Frossard E, Dano C, Hu W, Maiolino S, Hicher P-Y (2014) The effect of size on the strength of coarse rock aggregates and large rockfill samples through experimental data. Acta Mech 225(8):2199–2216. https://doi.org/10.1007/s00707-014-1127-z
Ovalle C, Dano C, Hicher P-Y, Cisternas M (2015) Effects of flooding on crushable sand. Bifurc Degrad. https://doi.org/10.1007/978-3-319-13506-9_14
Simmons CJ, Freiman SW (1981) Effect of corrosion processes on subcritical crack growth in glass. J Am Ceram Soc 64(11):683–686. https://doi.org/10.1111/j.1151-2916.1981.tb15870.x
Sowers G, Williams R, Wallace T (1965) Compressibility of broken rock and the settlement of rockfills. In: Proceedings of 6th ICSMFE, vol 2, Montreal
Zhao Y, Zhang L, Liao J, Wang W, Liu Q, Tang L (2020) Experimental study of fracture toughness and subcritical crack growth of three rocks under different environments. Int J Geomech 20(8):04020128. https://doi.org/10.1061/(asce)gm.1943-5622.0001779
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Salami, Y., Dano, C. & Hicher, PY. A Multiscale Investigation of the Effects of Water on Grain Crushing. Geotech Geol Eng 40, 5895–5903 (2022). https://doi.org/10.1007/s10706-022-02256-w
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DOI: https://doi.org/10.1007/s10706-022-02256-w