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- W114138597 abstract "In this study, the filled soil in the Yun-Lin offshore area in West Taiwan is adopted as testing samples. A successful hydraulic sand fill simulation method is developed in the laboratory to investigate packing properties of soil aggregates. The influence factors such as fines content, sample preparation method, relative densities and confining pressures are taken into consideration. A series of resonant column tests has been performed to study the shear modulus (G) and damping ratio (D) of the filled soil. The influence of effective confining pressure was discussed by using the K2 value proposed by Seed and Idriss (1970). In order to evaluate the influence of fines content on the maximum shear modulus of the filled soil, an influence parameter of fines content B is defined. With this parameter and on the basis on the evaluation method suggested by Hardin and Richart (1973), the influence of fines content, effective confining pressure, void ratios and shear strain amplitudes on the maximum shear modulus of filled soil are discussed. Test results show that the predicted results agree with the experiment results. The newly proposed evaluation method can be used to predict the maximum shear modulus of hydraulic filled soil." @default.
- W114138597 created "2016-06-24" @default.
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- W114138597 date "1998-09-01" @default.
- W114138597 modified "2023-09-24" @default.
- W114138597 title "Influences On the Shear Modulus And Damping Ratio of Hydraulic Reclaimed Soil In West Taiwan" @default.
- W114138597 hasPublicationYear "1998" @default.
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