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Stability Analysis and Numerical Simulation of Differential Frost Heave

机译:微分冻胀稳定性分析及数值模拟

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摘要

Differential frost heave is often implicated in the formation of patterned ground in regions subject to recurrent freezing and thawing. A linear stability analy-sis (LSA) indicates that a continuum model of frost heave is linearly unstable under typical natural freezing conditions of silty-clay soils. A two-dimensional non-linear numerical analysis corroborates the frozen time LSA results, and also indicates the importance of non-linear and time-dependent terms that ultimately lead to a preferred mode, which the LSA fails to predict. Instability of the one-dimensional solution oc-curs at shallow freezing depths and near-zero surface loads when positive perturba-tions in the ice content at the freezing front lead to a concomitant increase in thermo-molecular pressure and upward ice velocity. Differential frost heave can then occur because of the increased heat flux from the perturbed surfaces. A three-dimensional model using random initial surface perturbations indicates that regular surface pat-terns will evolve with a length scale in the order of 2-4 meters, which corresponds quite closely with naturally-occurring non-sorted patterned ground.
机译:经常在不同的冻融条件下,冻胀差异通常与形成图案的地面有关。线性稳定性分析(LSA)表明,在粉质粘土典型的自然冻结条件下,冻胀的连续模型是线性不稳定的。二维非线性数值分析证实了冻结时间LSA的结果,并且还表明了非线性和时间相关项的重要性,这些项最终导致了LSA无法预测的首选模式。一维溶液的不稳定性发生在浅冰点深度和接近零的表面负荷时,冰点前冰含量的正扰动会导致热分子压力和冰速度的上升。由于来自受扰表面的热通量增加,因此会出现不同的霜冻波动。使用随机初始表面扰动的三维模型表明,规则的表面模式将以2-4米左右的长度尺度演化,这与自然发生的未排序的图案化地面非常接近。

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