| contributor author | Thomas L. Shelley | |
| contributor author | David E. Daniel | |
| date accessioned | 2017-05-08T20:36:43Z | |
| date available | 2017-05-08T20:36:43Z | |
| date copyright | January 1993 | |
| date issued | 1993 | |
| identifier other | %28asce%290733-9410%281993%29119%3A1%2854%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/21156 | |
| description abstract | How much gravel should be allowed in low‐hydraulic‐conductivity, compacted soil liners? To address this question, two clayey soils are uniformly mixed with varying percentages of gravel that, by itself, has a hydraulic conductivity of 170 cm/s. Soil/gravel mixtures are compacted and then permeated. Hydraulic conductivity of the compacted gravel/soil mixtures is less than | |
| publisher | American Society of Civil Engineers | |
| title | Effect of Gravel on Hydraulic Conductivity of Compacted Soil Liners | |
| type | Journal Paper | |
| journal volume | 119 | |
| journal issue | 1 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1993)119:1(54) | |
| tree | Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 001 | |
| contenttype | Fulltext | |
