| contributor author | John M. Ting | |
| contributor author | R. Torrence Martin | |
| contributor author | Charles C. Ladd | |
| date accessioned | 2017-05-08T20:32:58Z | |
| date available | 2017-05-08T20:32:58Z | |
| date copyright | October 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-9410%281983%29109%3A10%281286%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/19269 | |
| description abstract | Various physical mechanisms controlling the strength of frozen sand are proposed, evaluated and quantified by drawing upon an extensive literature survey, unconfined creep data on frozen sand and frozen saturated wetting and nonwetting glass beads. The principal mechanisms are: Ice strength and strengthening, soil strength, and ice matrix‐soil skeleton interaction through dilatancy effects and structural hindrance. | |
| publisher | American Society of Civil Engineers | |
| title | Mechanisms of Strength for Frozen Sand | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 10 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1983)109:10(1286) | |
| tree | Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 010 | |
| contenttype | Fulltext | |
