1990
DOI: 10.1071/sr9900361
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Air entrapment and differential swelling as factors in the mellowing of molded soil during rapid wetting

Abstract: The two principal mechanisms thought to be responsible for the mellowing (or weakening) of moulded soils during rapid wetting are air entrapment and differential swelling. These were investigated in order to obtain a quantitative estimate of the effect each mechanism has on the tensile strength of soils. Rapid wetting experiments were conducted on dry soil discs which had been prepared from moulded moist soil. The discs were wetted on sintered-glass funnels using two different wetting fluids at three different… Show more

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Cited by 39 publications
(29 citation statements)
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“…This apparent differences in wetting behaviour between both soils may also be the results of occlusion and change in roughness acting on both soils also, as discussed below. The reduced rate of swelling observed simultaneously with the decreased maximum pressure attained inside the aggregate can explain the reduction of slaking (reduced loss of matter) following the addition of organic matter (Tables 2Á4), as reported by others (Monnier 1965;Grant and Dexter 1990). This restriction of amended aggregate swelling may be due to improved cohesion of wet aggregates, which leads to fewer internal stresses causing instability.…”
Section: Discussionsupporting
confidence: 64%
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“…This apparent differences in wetting behaviour between both soils may also be the results of occlusion and change in roughness acting on both soils also, as discussed below. The reduced rate of swelling observed simultaneously with the decreased maximum pressure attained inside the aggregate can explain the reduction of slaking (reduced loss of matter) following the addition of organic matter (Tables 2Á4), as reported by others (Monnier 1965;Grant and Dexter 1990). This restriction of amended aggregate swelling may be due to improved cohesion of wet aggregates, which leads to fewer internal stresses causing instability.…”
Section: Discussionsupporting
confidence: 64%
“…It may also be due to slower water entry within the aggregate, causing less swelling of the aggregate. We cannot, however, conclude whether the processes acted synergistically or independently (Grant and Dexter 1990). At the micro-aggregation level, the results presented in Table 6 show that the fraction of dispersed clay is positively related to the pressure and swelling generated by wetting.…”
Section: Discussionmentioning
confidence: 89%
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“…For an aggregate to slake, the pressure buildup due to entrapped air exerted on it must overcome the intrinsic force of cohesion holding the structural units together (Grant and Dexter, 1990;Zaher et al, 2005). Kemper and Rosenau (1986) showed that the antecedent moisture content of the soil aggregates before aggregate stability determination controls the severity of the disruption.…”
Section: Theorymentioning
confidence: 98%
“…T he soil stability also influenced by the rate at which wetting takes place, the pressure of entrapped air and the extent of differential swelling (Grant & Dexter, 1990). When stability is measured under relatively wet condition, it is noted that it is decreasing with water content (Kay & Dexter, 1990;Perfect et al, 1990;Gollany et al, 1991).…”
Section: Introductionmentioning
confidence: 99%