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Item type:Publication, Specific dissipated energy as a failure predictor for uniform sands under constant volume cyclic simple shear loading(Springer Science+Business Media, 2021-10-27)An experimental study was performed to investigate the dissipated energy to failure of sand samples subjected to uniform and non-uniform cyclic simple shear loading. The hypothesis evaluated was that for a given initial sample state the specific dissipated energy required to reach failure should be reasonably constant independent of the type of stress-time history used in the testing. Test samples consisted of dry Ottawa sand prepared at nine different initial states that were subjected to different stress controlled cyclic horizontal shear loading waveforms that included 15 uniform sinusoidal waves and up to 33 non-uniform loading wave forms. The experimental program presented showed that the measured cumulative dissipated specific energy to failure, defined when the double amplitude shear strain reaches 7.5%, for the different sample initial states was reasonably constant but with coefficients of variation ranging between 13 to 44%. As expected, the cumulative dissipated energy increased with increasing initial stress level and relative density. The findings support the notion that specific dissipated energy can be used as a reasonable failure predictor for uniform dry sands based on their initial state and are independent of the type of cyclic simple shear loading waveform using in the testing. - Some of the metrics are blocked by yourconsent settings
Item type:Publication, A simplified method to predict failure of sands under general cyclic simple shear loading(ICE Publishing, 2022-06-16)This paper describes a simplified approach based on constant-volume cyclic simple shear (CSS) tests with uniform sinusoidal loading that can predict failure of dry sands under general shear stress–time histories. The simplified method is based on the cumulative energy hypothesis that states that the dissipated energy required by a sand sample to reach failure depends only on its initial state (D r and [Formula: see text]) and is independent of the characteristics of the cyclic loading applied. The proposed method uses a sand-specific multivariable regression developed using a small number of CSS tests involving uniform sinusoidal loading without the need for advanced general cyclic loading tests. Furthermore, the regression requires only a small data set involving one uniform CSS test per sample initial state. The simplified method was evaluated using two comprehensive experimental studies involving two different test sands. The first data set is an experimental programme by the authors involving 20/30 Ottawa sand subjected to different cyclic loading types. The second data set is an independent experimental programme that used 0/30 Monterey sand. In both cases, the simplified approach was found to yield reasonable predictions of failure of the test sands when subjected to complex and irregular shear stress loading.