Influence of freeze–thaw on engineering properties of a silty soil

By Ji-lin Qi, W. Ma, Chunxia Song. 2008

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Effect of freeze–thaw cycles on unconfined compressive strength of fine-grained soil treated with jute fiber, steel fiber and lime (2014, background): “Since a huge number of studies indicate the dangerous effects of the freeze–thaw cycles on the engineering properties of fine-grained soil (Qi et al., 2008; Sheng et al., 1995; Simonsen and Isacsson, 1999; Wang et al., 2007; Zhang et al., 2004), an effort of the soil treatment under the effect of fr”
Volume changes and mechanical degradation of a compacted expansive soil under freeze-thaw cycles (2019, methodology): “This phenomenon is similar to the concept of residual void ratio, eres in terms of density (Viklander, 1998) or critical dry unit weight, γdcr, in terms of freeze–thaw (Qi et al., 2008).”