| contributor author | Y.-G. Cheng | |
| contributor author | K.-K. Phoon | |
| contributor author | T.-S. Tan | |
| date accessioned | 2017-05-08T21:32:06Z | |
| date available | 2017-05-08T21:32:06Z | |
| date copyright | May 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%291532-3641%282008%298%3A3%28207%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/55159 | |
| description abstract | The finite-element method provides a convenient and effective means for solving problems of seepage in unsaturated soils. However, convergence difficulties exist in numerical simulations of unsaturated flow analyses because of the high nonlinearity of the soil hydraulic properties. This technical note presents a combination approach consisting of a rational function transformation method and a common under-relaxation technique to solve the | |
| publisher | American Society of Civil Engineers | |
| title | Unsaturated Soil Seepage Analysis Using a Rational Transformation Method with Under-Relaxation | |
| type | Journal Paper | |
| journal volume | 8 | |
| journal issue | 3 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)1532-3641(2008)8:3(207) | |
| tree | International Journal of Geomechanics:;2008:;Volume ( 008 ):;issue: 003 | |
| contenttype | Fulltext | |
