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- W47843477 abstract "This paper discusses the long term performance of engineered clay fills by summarising the geotechnical factors that cause embankment failures, and by describing the potential application of clay stabilisation using lime. Both new embankment construction and the stabilisation of failed embankment slopes are covered. The procedure used for constructing lime piles in soft clays is described and discussed. The results of an investigation undertaken at Loughborough University into the effect of overconsolidation on the shear strength of a pre-formed shear plane are presented. The direct shear box apparatus was used. The results indicate that lime piles create negative porewater pressures, which reconsolidate the clay along shear planes, and produce enhanced strength by cementation. The potentially adverse effects of pile expansion have been shown not to occur. For the covering abstract see IRRD 859718." @default.
- W47843477 created "2016-06-24" @default.
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- W47843477 date "1993-01-01" @default.
- W47843477 modified "2023-09-27" @default.
- W47843477 title "STABILISATION OF EMBANKMENT CLAY FILLS USING LIME PILES" @default.
- W47843477 hasPublicationYear "1993" @default.
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