| contributor author | Yalcin B. Acar | |
| contributor author | Hassan Hilal | |
| contributor author | Mehmet T. Tumay | |
| date accessioned | 2017-05-08T20:35:03Z | |
| date available | 2017-05-08T20:35:03Z | |
| date copyright | June 1988 | |
| date issued | 1988 | |
| identifier other | %28asce%290733-9410%281988%29114%3A6%28711%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20312 | |
| description abstract | Elastic stress distributions due to self-weight in embankments are analyzed with the finite element method (FEM). The results are compared with available analytical solutions. It is demonstrated that analytical solutions that assume biharmonic equation is invariant under conformal transformations render significantly lower stress distributions than the FEM results. | |
| publisher | American Society of Civil Engineers | |
| title | FEM Analysis of Elastic Stress Distributions in Embankments | |
| type | Journal Paper | |
| journal volume | 114 | |
| journal issue | 6 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1988)114:6(711) | |
| tree | Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 006 | |
| contenttype | Fulltext | |
