Characterization of Cemented Sand in Triaxial Compression

By F. Schnaid, P. Prietto, N. Consoli. 2001

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Effect of fiber reinforcement on triaxial shear behavior of cement treated sand (2013, background): “Shear strength behavior in cemented sands has been widely studied (Saxena and Lastrico, 1978; Clough et al., 1981; Chang and Woods, 1992; Consoli et al., 2000; Schnaid et al., 2001; Haeri et al., 2005; Hamidi and Haeri, 2008; Haeri and Hamidi, 2009; Consoli et al., 2012).”
A bonded-particle model for cemented sand (2013, methodology): “In the present study, a cemented sand with chemically bonded particles is taken as representative for this class of materials [8–14].”
A particulate-scale investigation of cemented sand behavior (2008, background): “1988; Huang and Airey 1998); (ii) the stress–strain and volumetric response become relatively brittle and more dilative, respectively (Clough et al. 1981; Lade and Overton 1989; Abdulla and Kiousis 1997; Schnaid et al. 2001); and (iii) quasipreconsolidation pressure or yield stress can be observed i”
Shear strength behavior and parameters of microbial gellan gum-treated soils: from sand to clay (2019, result): “Some studies indicate an increase in /d with cementation [25, 47, 77], contrasting with results showing a constant /d regardless of cementtreated sands with a high degree of compaction (Dr) [32, 44, 72].”