| contributor author | Jun-Gao Zhu | |
| contributor author | Jian-Hua Yin | |
| date accessioned | 2017-05-08T22:39:37Z | |
| date available | 2017-05-08T22:39:37Z | |
| date copyright | September 2001 | |
| date issued | 2001 | |
| identifier other | %28asce%290733-9399%282001%29127%3A9%28899%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/85433 | |
| description abstract | The deformation and pore-water pressure responses of clayey soils are of great interest to civil engineers. In this paper, displacements and pore-water pressures of a clay subjected to the loading of a strip footing are simulated using a fully coupled finite-element (FE) consolidation method incorporated with a newly developed 3D elastic viscoplastic (EVP) model for the clay. A brief introduction to the 3D EVP model and its implementation in the FE analysis is presented. The 3D EVP model can describe the time-dependent stress-strain behavior of clayey soils, including volumetric creep. The main objective of this paper is to examine how the viscosity (or creep parameter ψ/ | |
| publisher | American Society of Civil Engineers | |
| title | Deformation and Pore-Water Pressure Responses of Elastic Viscoplastic Soil | |
| type | Journal Paper | |
| journal volume | 127 | |
| journal issue | 9 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(2001)127:9(899) | |
| tree | Journal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 009 | |
| contenttype | Fulltext | |
