| contributor author | M. A. Lone | |
| contributor author | B. Hussain | |
| contributor author | G. L. Asawa | |
| date accessioned | 2017-05-08T21:28:09Z | |
| date available | 2017-05-08T21:28:09Z | |
| date copyright | February 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%291090-0241%282005%29131%3A2%28251%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52657 | |
| description abstract | An attempt has been made to develop filter design criteria that can be adopted for nonuniform particle sizes of different gradation for both cohesionless bases and filter material. It is a deviation from the existing empirical approaches of filter design, which mostly rely upon the ratios of certain particle sizes of the filter and base materials. This concept explains the behavior of filters more clearly and the practical validity of this concept has been amply demonstrated by a number of tests on various base-filter combinations. The results of the laboratory investigations were found comparable with the theoretical predictions. Based on the logical configuration of the filter mass and experimental observations, a procedure for the design of filter has been developed. For this purpose an empirical equation has been established for estimating the design controlling size | |
| publisher | American Society of Civil Engineers | |
| title | Filter Design Criteria for Graded Cohesionless Bases | |
| type | Journal Paper | |
| journal volume | 131 | |
| journal issue | 2 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2005)131:2(251) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 002 | |
| contenttype | Fulltext | |
