| contributor author | C. S. P. Ojha | |
| contributor author | V. P. Singh | |
| contributor author | D. D. Adrian | |
| date accessioned | 2017-05-08T21:27:08Z | |
| date available | 2017-05-08T21:27:08Z | |
| date copyright | December 2001 | |
| date issued | 2001 | |
| identifier other | %28asce%291090-0241%282001%29127%3A12%281071%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51995 | |
| description abstract | A piping model based on Darcy's law is developed. An analysis of data pertaining to different soil particle sizes and varying porosity shows that the choice of the permeability function is critical for the piping model. The permeability relations, which depend only on the grain size, are of limited value. | |
| publisher | American Society of Civil Engineers | |
| title | Influence of Porosity on Piping Models of Levee Failure | |
| type | Journal Paper | |
| journal volume | 127 | |
| journal issue | 12 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2001)127:12(1071) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 012 | |
| contenttype | Fulltext | |
