| contributor author | Sima | |
| contributor author | Ghosh | |
| contributor author | Arijit | |
| contributor author | Saha | |
| date accessioned | 2017-05-08T22:06:19Z | |
| date available | 2017-05-08T22:06:19Z | |
| date copyright | June 2014 | |
| date issued | 2014 | |
| identifier other | 28184652.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/71434 | |
| description abstract | In the present analysis, a methodology is developed to calculate the pseudodynamic passive resistance on the back of a battered-faced retaining wall supporting cohesive-frictional backfill using the horizontal slice method and limit-equilibrium principle. The results are presented in both tabular and graphical nondimensional form. The analysis identifies a nonlinear rupture surface that depends on the wall-backfill parameters. The effects of wide variations in the parameters, such as the wall inclination angle ( | |
| publisher | American Society of Civil Engineers | |
| title | Nonlinear Failure Surface and Pseudodynamic Passive Resistance of a Battered-Faced Retaining Wall Supporting c-Φ Backfill | |
| type | Journal Paper | |
| journal volume | 14 | |
| journal issue | 3 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000346 | |
| tree | International Journal of Geomechanics:;2014:;Volume ( 014 ):;issue: 003 | |
| contenttype | Fulltext | |