Tertiary Creep Model for Frozen SandsSource: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 007Author:John M. Ting
DOI: 10.1061/(ASCE)0733-9410(1983)109:7(932)Publisher: American Society of Civil Engineers
Abstract: An empirical model to describe the unconfined compressive creep behavior of frozen sands is developed. When combined with the proposed method for parameter evaluation, this model accounts for the effect of applied axial stress, ambient temperature and level of pore ice saturation and can be used reliably for data fitting and creep prediction. Comparisons indicate that this new tertiary creep model is more accurate and reliable than primary and secondary creep models.
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| contributor author | John M. Ting | |
| date accessioned | 2017-05-08T20:33:20Z | |
| date available | 2017-05-08T20:33:20Z | |
| date copyright | July 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-9410%281983%29109%3A7%28932%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/19423 | |
| description abstract | An empirical model to describe the unconfined compressive creep behavior of frozen sands is developed. When combined with the proposed method for parameter evaluation, this model accounts for the effect of applied axial stress, ambient temperature and level of pore ice saturation and can be used reliably for data fitting and creep prediction. Comparisons indicate that this new tertiary creep model is more accurate and reliable than primary and secondary creep models. | |
| publisher | American Society of Civil Engineers | |
| title | Tertiary Creep Model for Frozen Sands | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 7 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1983)109:7(932) | |
| tree | Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 007 | |
| contenttype | Fulltext |