| contributor author | T. Adachi | |
| contributor author | F. Oka | |
| contributor author | H. B. Poorooshasb | |
| date accessioned | 2017-05-08T23:32:29Z | |
| date available | 2017-05-08T23:32:29Z | |
| date copyright | September, 1990 | |
| date issued | 1990 | |
| identifier issn | 0195-0738 | |
| identifier other | JERTD2-26433#208_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/106829 | |
| description abstract | An elasto-viscoplastic constitutive model for frozen sand is proposed based on the elasto-viscoplasticity theory incorporating the new time measure. The proposed model can describe a number of features of the mechanical behavior of the medium, such as rate sensitivity and strain softening under the triaxial compression test loading conditions. The effects of temperature, ambient pressure and the concentration of soil particles are also discussed. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | A Constitutive Model for Frozen Sand | |
| type | Journal Paper | |
| journal volume | 112 | |
| journal issue | 3 | |
| journal title | Journal of Energy Resources Technology | |
| identifier doi | 10.1115/1.2905759 | |
| journal fristpage | 208 | |
| journal lastpage | 212 | |
| identifier eissn | 1528-8994 | |
| keywords | Constitutive equations | |
| keywords | Sands | |
| keywords | Particulate matter | |
| keywords | Temperature effects | |
| keywords | Pressure | |
| keywords | Mechanical behavior | |
| keywords | Compression | |
| keywords | Soil AND Viscoplasticity | |
| tree | Journal of Energy Resources Technology:;1990:;volume( 112 ):;issue: 003 | |
| contenttype | Fulltext | |
