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Study on one-dimensional consolidation of saturated soil with semi-pirviovs boundaries and under cyclic loading |
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| Abstract: | The variation of effective stress ratio of stratfied soil with semi-pervious boundaries and under cyclic loading was analyzed on the basis of Terzaghi's one-dimensional consolidation assumptions. A solution by Laplace Transform was obtained for the case when the soil was under time-varied loading. With numerical inversion of Laplace Transform, some useful results were obtained for several kinds of commonly encountered loadings. The results can be meaningful in engineering practice. |
| Keywords: | Semi-pervious boundaries Saturated soil Cyclic loading One-dimensional consolidation Laplace transform Effective stress ratio |
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