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- W137402394 abstract "The approach embankments to two new bridges were constructed in stages on very soft estuarine silt, with intervening waiting periods and without the use of any ground improvement techniques. Extensive settlement records were maintained during construction, with maximum settlements of up to 1.1 m (3.3 ft) being recorded. The waiting periods between filling activities were sufficiently long to facilitate the meaningful analysis of settlement time curves using root time plots, from which field values of coefficient of consolidation could be inferred. The settlement data were analyzed using Asaoka's method, the hyperbolic method and another method proposed in this paper. These methods of analysis are discussed in light of the field data." @default.
- W137402394 created "2016-06-24" @default.
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- W137402394 date "1999-01-01" @default.
- W137402394 modified "2023-09-23" @default.
- W137402394 title "ANALYSIS OF SETTLEMENTS OF STAGE CONSTRUCTED EMBANKMENTS ON ESTUARINE ALLUVIUM" @default.
- W137402394 hasPublicationYear "1999" @default.
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