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Help support Wordnik (and make this page ad-free) by adopting the word active-layer.
Examples
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Other approaches can also be used to calculate active-layer thickness (e.g., using a full surface energy balance).
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An increase in ground temperature along an existing pile is very likely to reduce its bearing capacity or increase the rate of its settlement for two reasons: an increase in the active-layer thickness will reduce the effective embedment length of the pile; and increased temperature will reduce the strength of the frozen soil.
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The susceptibility of permafrost to environmental hazards associated with thermokarst, ground settlement, and several other destructive cryogenic processes can be crudely evaluated using the geocryological hazard index, which is the combination of the projected percentage change in active-layer thickness and the ground ice content:
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The air thawing index can be used to calculate active-layer thickness and maximum permafrost temperatures as a function of depth and time of year (see section 16.2.2.2).
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Eqn. 16.2 where Δzal is the percentage increase in active-layer thickness, and Vice is the volumetric proportion of nearsurface soil occupied by ground ice.
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In areas with significant topographic variations, flowing water can carry heat into drainage channels, causing increased soil temperatures and increased active-layer thickness [52].
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Increases in active-layer depth can cause subsidence at the surface, a lowering of the soil water table [46], and, potentially, thermokarst erosion [47].
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Current models suggest that arctic vegetation and active-layer soils will be a sink for C in the long term because of the northward movement of vegetation zones that are more productive than those they displace.
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A simple mechanistic model of tundra CH4 emissions that included the combined effects of temperature, moisture, and active-layer depth also suggested significant changes in CH4 emissions as a result of climate change [97].
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With the first two methods, it is necessary to estimate the maximum active-layer thickness and the maximum permafrost temperature as a function of depth that the structure will be subjected to in its lifetime.
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