Study on one—dimensional consolidation of saturated soil with semi—pervious boundaries and under cyclic loading
The variation opf effective stress ratio of stratfied soil with semi-pervious boundaries and under cylic loading was analyzed on the basis of Terzaghi's one-dimensional consolidation assumptions.A solution by Laplace Transform was obtained for the case whe the soil was under time-varied loading...
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| Published in | Journal of Zhejiang University. Science Vol. 3; no. 5; pp. 513 - 519 |
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| Main Author | |
| Format | Journal Article |
| Language | English |
| Published |
01.11.2002
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| Subjects | |
| Online Access | Get full text |
| ISSN | 1009-3095 |
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| Summary: | The variation opf effective stress ratio of stratfied soil with semi-pervious boundaries and under cylic loading was analyzed on the basis of Terzaghi's one-dimensional consolidation assumptions.A solution by Laplace Transform was obtained for the case whe the soil was under time-varied loading.With numerical in version of Laplace Tranform.Some useful results were obtained for several kinds of commonly encountered loadings.The results can be meaningful in engineering preactice. |
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| Bibliography: | 33-1236/Z TU521.3 ObjectType-Article-2 SourceType-Scholarly Journals-1 ObjectType-Feature-1 content type line 23 |
| ISSN: | 1009-3095 |