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- W2381469007 abstract "In view of excessive post-construction settlement caused by secondary compression of high back-fills in loess area,through a series of 1-D compression creep tests,the characteristics of secondary compression of unsaturated remolded loess are studied and the influence of consolidation pressure,consolidation time,compression index and over-load ratio on the coefficient of secondary consolidation are analyzed.Also,the effect of the different time intervals of loading step on the magnitude of compression is discussed.The test results indicate that in normal consolidation state,with the increasing of consolidation pressure, the coefficient decreases and tends to a constant value gradually.Within a certain rage of compression pressure,pre-compression method can reduce the rate of the secondary consolidation greatly and delay the occurrence of secondary consolidation.But when out of the rage,the effect of that method will disappear.Meantime,the tests show that there is a significant correlativity between the coefficient of secondary compression and compression index.On the basis of the teat results,a simplified method of calculating the secondary consolidation deformation for high embankment in loess area is proposed and its validity is verified by the real engineering." @default.
- W2381469007 created "2016-06-24" @default.
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- W2381469007 date "2009-01-01" @default.
- W2381469007 modified "2023-09-28" @default.
- W2381469007 title "Research on Secondary Consolidation Deformation of Compacted Loess Under High Embankment Load" @default.
- W2381469007 hasPublicationYear "2009" @default.
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