| contributor author | Robert W. Day | |
| contributor author | Gregory W. Axten | |
| date accessioned | 2017-05-08T20:35:20Z | |
| date available | 2017-05-08T20:35:20Z | |
| date copyright | April 1989 | |
| date issued | 1989 | |
| identifier other | %28asce%290733-9410%281989%29115%3A4%28577%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20452 | |
| description abstract | Surficial failures are quite common and are caused by a reduction in shear strength due to saturation and swell coupled with a condition of seepage parallel to the slope face. An equation relating factor of safety to depth of seepage flow is used to investigate the surficial instability of compacted clays. The major unknowns in this equation are the drained strength parameters (ϕ′, | |
| publisher | American Society of Civil Engineers | |
| title | Surficial Stability of Compacted Clay Slopes | |
| type | Journal Paper | |
| journal volume | 115 | |
| journal issue | 4 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1989)115:4(577) | |
| tree | Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 004 | |
| contenttype | Fulltext | |
