| contributor author | Wenxiong Huang | |
| contributor author | Stephen Fityus | |
| contributor author | Daniel Bishop | |
| contributor author | David Smith | |
| contributor author | Daichao Sheng | |
| date accessioned | 2017-05-08T21:31:56Z | |
| date available | 2017-05-08T21:31:56Z | |
| date copyright | September 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%291532-3641%282006%296%3A5%28328%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/55069 | |
| description abstract | The paper presents a case study for numerical analysis of the consolidation behavior of an instrumented trial embankment constructed on a soft soil foundation. Details are given to the geological profile, field instrumentation, laboratory test results, and determination of soil parameters for numerical modeling. Embankment settlement is estimated based on one-dimensional consolidation analysis and nonlinear finite-element analysis following Biot’s consolidation theory. Finite-element results are calibrated against the measured field data for a period of more than | |
| publisher | American Society of Civil Engineers | |
| title | Finite-Element Parametric Study of the Consolidation Behavior of a Trial Embankment on Soft Clay | |
| type | Journal Paper | |
| journal volume | 6 | |
| journal issue | 5 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)1532-3641(2006)6:5(328) | |
| tree | International Journal of Geomechanics:;2006:;Volume ( 006 ):;issue: 005 | |
| contenttype | Fulltext | |
