| contributor author | Sveinung Løset | |
| contributor author | Mohamed Sayed | |
| date accessioned | 2017-05-08T21:13:48Z | |
| date available | 2017-05-08T21:13:48Z | |
| date copyright | June 1993 | |
| date issued | 1993 | |
| identifier other | %28asce%290887-381x%281993%297%3A2%2844%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/43567 | |
| description abstract | Fresh‐water ice rubble was tested under proportional displacement rates in a plane‐strain apparatus. Stress‐strain relationships and values of the mobilized angle of internal friction were determined for a range of strain paths. Stresses increased with increasing strains. Shear stress dependence on shear strain and mean pressure dependence on volumetric strain followed logarithmic equations. The roles of block‐size distribution and of submerging the rubble were examined. The results are also compared to those of model ice rubble. | |
| publisher | American Society of Civil Engineers | |
| title | Proportional Strain Tests of Fresh‐Water Ice Rubble | |
| type | Journal Paper | |
| journal volume | 7 | |
| journal issue | 2 | |
| journal title | Journal of Cold Regions Engineering | |
| identifier doi | 10.1061/(ASCE)0887-381X(1993)7:2(44) | |
| tree | Journal of Cold Regions Engineering:;1993:;Volume ( 007 ):;issue: 002 | |
| contenttype | Fulltext | |
