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Cited by 19 publications
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“…This bonded water film was thicker for soils of higher salt content, and it reduced the cementation and increased the distance between soil particles, resulting in decreased soil cohesion and tensile strength [42,43]. In addition, the lubricating effect of the bonded water film between soil particles reduced the internal friction angle between soil particles as well as the shear strength of the soil [44,45]; therefore, soils of higher salt content exhibited more prominent cracks.…”
Section: Discussionmentioning
confidence: 99%
“…This bonded water film was thicker for soils of higher salt content, and it reduced the cementation and increased the distance between soil particles, resulting in decreased soil cohesion and tensile strength [42,43]. In addition, the lubricating effect of the bonded water film between soil particles reduced the internal friction angle between soil particles as well as the shear strength of the soil [44,45]; therefore, soils of higher salt content exhibited more prominent cracks.…”
Section: Discussionmentioning
confidence: 99%
“…The formed water films dispersed the cementation and increased the spacing of soil particles,which reduced the tensile strength and the shear strength between soil colloidal particles (Zhang et al, 2008). Furthermore, the lubrication of salt solution also decreased the shear strength among soil particles (Aksenov et al, 2003;Jeong et al, 2012). Table 3 indicates Na + is highly correlated to the crack characteristics; this is because Na + is the main component of combined water films between soil particles, in addition, Na + has a very large hydrolytic radius and the content of Na + is far greater than the other cations in the soil solution.…”
Section: Discussionmentioning
confidence: 99%
“…This kind of water film always in turn reduces the cohesion between soil particles and then results in a decrease in the soil strength [ 55 ]. Aksenov et al [ 56 ] also found that the combined water film generated among soil particles could reduce the internal friction angle and shear strength of salinized soil samples, thus making the surface of saline–alkali soils more prone to shrinkage and cracking. Moreover, many studies have indicated that the diffuse double layer (DDL) also plays an important role in determining the shrinking and cracking processes of saline soils during water evaporation [ 57 , 58 ].…”
Section: Discussionmentioning
confidence: 99%