| contributor author | Dhanya | |
| contributor author | Ganesalingam | |
| contributor author | Wayne | |
| contributor author | Read | |
| contributor author | Sivakugan | |
| contributor author | Nagaratnam | |
| date accessioned | 2017-05-08T21:45:38Z | |
| date available | 2017-05-08T21:45:38Z | |
| date copyright | October 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29gm%2E1943-5622%2E0000264.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/61652 | |
| description abstract | Nonuniform, initial, excess pore-water pressure distributions in the horizontal direction will have a different impact on the consolidation behavior of the soil layer, when compared with the uniform pore-water pressure distributions discussed in the literature. In the current study, various practical instances in which the nonuniform, axisymmetric, horizontal distributions of pore-water pressure occur are identified. The influence of these distribution patterns on the consolidation response of a cylindrical soil layer draining only at its peripheral face is analyzed analytically using a simple series solution method and by finite-element analysis using | |
| publisher | American Society of Civil Engineers | |
| title | Consolidation Behavior of a Cylindrical Soil Layer Subjected to Nonuniform Pore-Water Pressure Distribution | |
| type | Journal Paper | |
| journal volume | 13 | |
| journal issue | 5 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000249 | |
| tree | International Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 005 | |
| contenttype | Fulltext | |
