期刊
EARTH-SCIENCE REVIEWS
卷 142, 期 -, 页码 47-59出版社
ELSEVIER
DOI: 10.1016/j.earscirev.2015.01.003
关键词
Generalized Clausius-Clapeyron equation; Frozen fringe process; Pore water pressure; Ice pressure; Ice segregation mechanism; Dynamic model
资金
- Project for Excellent State Key of Natural Science Foundation of China [41023003]
- National Key Basic Research Program of China (973 Program) [2012CB026106]
- National Natural Science Foundation of China (General Program) [41271087]
- Program for Innovative Research Group of the Natural Science Foundation of China [41121061]
- Independent Foundation of State Key Laboratory of Frozen Soil Engineering [09SF102011, SKLFSE-ZQ-31]
Based on the literature and our laboratory experiments, we discuss the applicability of the generalized Clausius-Clapeyron equation (GCCE) for describing the phase change process between ice and water, and specific applicability conditions for the GCCE during soil freezing are proposed. We then put forth two models: a static model and a dynamic model. Both models include the variation tendencies of the pore water pressure, ice stress, effective stress and pore pressure. The static model is an ideal model, whereas the dynamic model is more similar to the real freezing process of soil. In addition, the initial conditions of ice lens are considered and developed in the models by introducing a concept of constraining force. Based on the dynamic model, such phenomena as consolidation, zoning and thickness of frozen fringe could be well explained. (C) 2015 Elsevier B.V. All rights reserved.
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