Loading...
Please wait, while we are loading the content...
Similar Documents
Application of an elasto-viscous model to one-dimensional consolidation of clay under cyclic loading
| Content Provider | Scilit |
|---|---|
| Author | Moriwaki, T. Supranata, Y. E. Saitoh, M. Hashinoki, M. |
| Copyright Year | 2018 |
| Description | In order to clarify the consolidation behavior of clay ground under cyclic loading, a series of one-dimensional consolidation tests was carried out using inter-connected oedometers. A clay sample reconsolidated at high temperature was used along with a clay sample reconsolidated at room temperature to investigate cyclic effects on the consolidation properties of clay with a high-grade structure. A series of numerical analyses was also carried out using an elasto-viscous model, which can explain the various types of time-dependent behavior during the one-dimensional consolidation process under static loading. Applicability of this elasto-viscous model to the one-dimensional consolidation behavior of saturated clay under cyclic loading is discussed. Book Name: Advanced Laboratory Stress-Strain Testing of Geomaterials |
| Related Links | https://content.taylorfrancis.com/books/download?dac=C2004-0-19850-8&isbn=9781315136776&doi=10.1201/9781315136776-20&format=pdf |
| Ending Page | 286 |
| Page Count | 8 |
| Starting Page | 279 |
| DOI | 10.1201/9781315136776-20 |
| Language | English |
| Publisher | Informa UK Limited |
| Publisher Date | 2018-04-24 |
| Access Restriction | Open |
| Subject Keyword | Book Name: Advanced Laboratory Stress-strain Testing of Geomaterials Geological Engineering Behavior Cyclic Loading Dimensional Consolidation Elasto Viscous Model |
| Content Type | Text |
| Resource Type | Chapter |
