| contributor author | S. J. Han | |
| contributor author | D. J. Goodings | |
| date accessioned | 2017-05-08T21:28:25Z | |
| date available | 2017-05-08T21:28:25Z | |
| date copyright | January 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%291090-0241%282006%29132%3A1%2892%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52789 | |
| description abstract | Freezing behavior of clay differs from that of silt. This difference stems primarily from the low permeability or hydraulic conductivity of clay, and the higher water content of saturated clay. Freezing effects include simultaneous heave and consolidation. Six small physical model columns of clay were frozen: one at | |
| publisher | American Society of Civil Engineers | |
| title | Practical Model of Frost Heave in Clay | |
| type | Journal Paper | |
| journal volume | 132 | |
| journal issue | 1 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2006)132:1(92) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 001 | |
| contenttype | Fulltext | |
