| contributor author | Scott E. Shewbridge | |
| date accessioned | 2017-05-08T20:37:57Z | |
| date available | 2017-05-08T20:37:57Z | |
| date copyright | February 1996 | |
| date issued | 1996 | |
| identifier other | %28asce%290733-9410%281996%29122%3A2%28156%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/21799 | |
| description abstract | A simplified block analysis to evaluate yield accelerations of a refuse mass founded on a weak interface is presented. Comparison with results obtained from conventional slope stability evaluations indicate excellent agreement. The simplified solution reduces independent variables to interface friction angle, backfill slope, face slope, and height and length of the refuse mass. Design charts are presented for two typical landfill configurations; backslopes of 2 and 4 horizontal (h) to 1 vertical (v) and face slopes of 2h:1v during staged construction. | |
| publisher | American Society of Civil Engineers | |
| title | Yield Acceleration of Lined Landfills | |
| type | Journal Paper | |
| journal volume | 122 | |
| journal issue | 2 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1996)122:2(156) | |
| tree | Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 002 | |
| contenttype | Fulltext | |
