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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Bibliographic Details
Published inJournal of Zhejiang University. Science Vol. 3; no. 5; pp. 513 - 519
Main Author 梁旭 蔡袁强 等
Format Journal Article
LanguageEnglish
Published 01.11.2002
Subjects
半透水边界
周期性负荷
饱合土凝固
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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.
Bibliography:33-1236/Z
TU521.3
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ISSN:1009-3095