1985
DOI: 10.3208/sandf1972.25.2_57
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Evaluation of Soil Liquefaction Potentials in Partially Drained Conditions

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Cited by 21 publications
(5 citation statements)
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“…In addition, if the drainage conditions of the overlying soil are also good, the water in the sand layer can easily drain from the overlaying soil, and thus excessive pore water pressure is less likely to accumulate. The slight drainage during cyclic shear applications significantly affects the rate of accumulation of pore water pressure [43].…”
Section: Drainage Conditionmentioning
confidence: 99%
“…In addition, if the drainage conditions of the overlying soil are also good, the water in the sand layer can easily drain from the overlaying soil, and thus excessive pore water pressure is less likely to accumulate. The slight drainage during cyclic shear applications significantly affects the rate of accumulation of pore water pressure [43].…”
Section: Drainage Conditionmentioning
confidence: 99%
“…A detailed experimental study (Umehara et al 1985) provides a set of empirical relationships for the factor SR, which are used in this study.…”
Section: Effect Of Partial Drainagementioning
confidence: 99%
“…Movement can appear in the form of influx [15], causing an increment in pore water pressure along an expansive partially drained path. It can appear in the form of efflux [16] upon shear stress reversals, causing a reduction in pore water pressure along a contractive partially drained path. Vaid and Eliadorani [17]-among others-showed how very small expansive volumetric strains can trigger instability under constant shear stress, transform undrained partial flow into the flow, and an initially stable undrained condition into an unstable condition.…”
Section: Introductionmentioning
confidence: 99%