| contributor author | Orlando B. Andersland | |
| contributor author | David C. Wiggert | |
| contributor author | Simon H. Davies | |
| date accessioned | 2017-05-08T21:16:47Z | |
| date available | 2017-05-08T21:16:47Z | |
| date copyright | March 1996 | |
| date issued | 1996 | |
| identifier other | %28asce%290733-9372%281996%29122%3A3%28212%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/45375 | |
| description abstract | Frozen soil barriers are used for the subsurface containment of liquid contaminants so as to prevent their migration before and during soil remediation. Questions concerning the imperviousness of a frozen soil barrier to liquid contaminants provided the impetus for this study. Hydraulic-conductivity measurements, using a conventional falling-head permeameter with close control on temperature, have been performed on a frozen gravelly sand for ice-saturation levels of 0–100%. The dry frozen soil (−10°C), with decane (a nonaqueous liquid) as the permeant, has a hydraulic conductivity ( | |
| publisher | American Society of Civil Engineers | |
| title | Hydraulic Conductivity of Frozen Granular Soils | |
| type | Journal Paper | |
| journal volume | 122 | |
| journal issue | 3 | |
| journal title | Journal of Environmental Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9372(1996)122:3(212) | |
| tree | Journal of Environmental Engineering:;1996:;Volume ( 122 ):;issue: 003 | |
| contenttype | Fulltext | |
