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- W2185011164 abstract "A generalized model for secondary frost heave is developed based on the one-dimensiona model of O'Neill and Miller. Secondary frost heave arises during freezing owing to cryostatic suction effect. that can increase the upward water permeation to facilitate ice-lens growth and increased Nondi mensionalization and scaling are used to simplify the model equations and to identify a dimensionles group whose magnitude characterizes the nature of secondary frost heave in different soils. Computationa problems encountered by O'Neill and Miller are avoided by recognizing the boundary layer nature of th water permeation and by reducing the frozen fringe, wherein freezing and ice-lens growth occur, to moving planar boundary across which jump boundary conditions are prescribed. This generalized model ca1 predict the frost heave behavior of different soils. Its predictions for the initiation time, spacing, am thickness of sequential ice lenses agree with the results of qualitative observations. This model also can b used to predict frost heave and hence may be able to predict the occurrence of patterne ground forms influenced by secondary frost to freezing of water within the soil. It is ubiquitous in regions subject to prolonge freezing temperatures. Its typical magnitude exceeds that which would result from the mere expansion of water upon freezing (~ 10%). This additional heaving arises from the freezing of water drawn upward into the soil by a mechanism of cryostatic suction, which will be discussed in a subsequent section. The water which is drawn upwards typically freezes in a series of discrete ice lenses separated by frozen soil. These can range in thickness from microscopic dimensions to several centimetres in laboratory experiments, and may be even larger in the field. A distinction is drawn in the literature between a hypothetical situation in which there is a sharp interface between frozen and unfrozen regions (termed primary frost heave), and the (observed) situa- tion where there is a thin region of partially frozen soil, termed a frozen fringe, between frozen and unfrozen soil. This situation is that of secondary frost heave (Miller, 1978) and forms our concern in this paper. When frost heave is laterally nonuniform, it is referred to as differential frost heave. The latter can involve random heaving or can be in the form of regularly spaced earth mounds which constitute a form of patterned ground. Frost heave is important because its potentially large magnitude and lateral nonuniformity can cause massive damage to roads, pipelines, and structures. It can also be beneficial; indeed, it accounts in part for why 75% of the freshwater resources of the earth are stored as ice. It may also prove to be of value in providing an indicator of global climate change, since the features of some forms of patterned ground are quite sensitive to environmental conditions." @default.
- W2185011164 created "2016-06-24" @default.
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- W2185011164 date "1994-01-01" @default.
- W2185011164 modified "2023-09-27" @default.
- W2185011164 title "A GENERALIZED SECONDARYFROSTHEAVEMODEL" @default.
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