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- W746270001 abstract "Secondary compression characteristics of clayey soils are strongly related to not only plasticity index and but also stress history (i.e., OCR and magnitude of preconsolidation pressure). In this paper, secondary compression behaviors were investigated by laboratory tests. Soil samples, including 3 remolded samples with varying plasticity index and 1 undisturbed sample, were prepared to have different stress history by loading-unloading processes in oedometer apparatus, and then long term responses of soils were studied by loading more than 10 days at specific loading condition. The results show that the coefficients of secondary compression for overconsolidated state are much lower than those for normally consolidated state in wide range of plasticity index, but remain constant with increasing OCR values. Increasing preconsolidation pressures results in decreasing the coefficient of secondary compression for low plastic clayey soils. Also, linearity of relation between secondary compression and loarithmic time is lowered in overconsolidated soils." @default.
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- W746270001 date "1998-01-01" @default.
- W746270001 modified "2023-09-24" @default.
- W746270001 title "The Effect of Stress History on Secondary Compression of Clayey Soils" @default.
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