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- W626645599 abstract "In this study, based on a series of undrained triaxial tests, the fines content and relative density of sand were related to the hyperbolic model parameters to evaluate the influence of fines content on the mechanical behavior of reclaimed soil. The stress-strain curve obtained from the specimens prepared by moist tamping method and hydraulic sand fills method was used to obtain the relationships. From the analysis results a model was established to evaluate the mechanical behavior of reclaimed sandfill. From the results of the above-mentioned models, the stability of hydraulic filled land in Taiwan; and the influences of fines content and relative density on the mechanical behavior of the reclaimed soil can be evaluated. The results in this study may be a useful reference for geotechnical engineering stability analysis in coastal engineering designs and constructions, and for research purposes. (A)" @default.
- W626645599 created "2016-06-24" @default.
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- W626645599 date "1998-06-01" @default.
- W626645599 modified "2023-09-28" @default.
- W626645599 title "HYPERBOLIC MODEL PARAMETERS FOR MECHANICAL BEHAVIOR OF RECLAMATION SOILS" @default.
- W626645599 hasPublicationYear "1998" @default.
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