| contributor author | George M. Filz | |
| contributor author | Jacob J. B. Esterhuizen | |
| contributor author | J. Michael Duncan | |
| date accessioned | 2017-05-08T21:27:06Z | |
| date available | 2017-05-08T21:27:06Z | |
| date copyright | October 2001 | |
| date issued | 2001 | |
| identifier other | %28asce%291090-0241%282001%29127%3A10%28841%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51967 | |
| description abstract | Progressive failure can occur along geosynthetic interfaces in lined waste landfills when peak strengths are greater than residual strengths. A displacement-softening formulation for geosynthetic interfaces was used in finite-element analyses of lined waste impoundments to evaluate the significance of progressive failure effects. First, the Kettleman Hills landfill was analyzed, and good agreement was found between the calculated and observed failure heights. Next, parametric analyses of municipal solid waste landfills were performed. Progressive failure was significant in all cases. Limit equilibrium analyses were also performed, and recommendations are provided for incorporating progressive failure effects in limit equilibrium analyses of municipal solid waste landfills. | |
| publisher | American Society of Civil Engineers | |
| title | Progressive Failure of Lined Waste Impoundments | |
| type | Journal Paper | |
| journal volume | 127 | |
| journal issue | 10 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2001)127:10(841) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 010 | |
| contenttype | Fulltext | |
