| contributor author | Buddhima Indraratna | |
| contributor author | Ashok K. Raut | |
| date accessioned | 2017-05-08T21:28:28Z | |
| date available | 2017-05-08T21:28:28Z | |
| date copyright | December 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%291090-0241%282006%29132%3A12%281621%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52840 | |
| description abstract | In effective filters, potentially erodible base particles are transported to the filter and retained to form a stable self-filtration layer. At any given time, the mass proportion of the filter and the base materials in this layer depends on the initial porosity of the filter and the subsequent porosity of the self-filtration layer. In this paper, an analytical procedure is given to obtain the particle size distribution (PSD) of the self-filtration layer by combining the PSDs of the filter and the base soil modified by | |
| publisher | American Society of Civil Engineers | |
| title | Enhanced Criterion for Base Soil Retention in Embankment Dam Filters | |
| type | Journal Paper | |
| journal volume | 132 | |
| journal issue | 12 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2006)132:12(1621) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 012 | |
| contenttype | Fulltext | |
