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Experimental Study of Soil Water Migration in Freezing Process

机译:冻结过程中土壤水分迁移的实验研究

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Soil water migration is a significant factor in the development of subgrade ice layers in permafrost areas. The prediction of moisture inflow to the freezing zone is an important element in the design and analysis of robust highway subgrade in permafrost regions. In order to better understand moisture inflow to the freezing zone, we designed an experimental investigation to monitor the variation of water content and temperature in freezing soil. Identical experiments were conducted using three different soil types: clay, silt, and fine sand. Moisture was supplied from the sample base while the column was maintained at a constant nonfreezing temperature and moisture equilibration was achieved. A temperature gradient was then applied to the sample via the application of a subfreezing temperature at the column surface. The changes in the temperature and water content of the sample were measured at regular time intervals. Based on the freezing rate, the freezing process can be classified into three stages: the quick frost stage, the transition frost stage, and the stable frost stage. During the freezing process, the inflow rates increased as the thickness of the ice lens increased. When the maximum rate was reached, the final (maximum) thickness of the ice lens was attained. Subsequently, the water inflow rates decreased. All of the water supplied from the bottom of the sample flowed into the frost section during the freezing process, with the moisture contents in the lower portion remaining relatively unchanged. The segregation potential changed with the freezing rate and soil type. This paper proposes the concept of "generalized segregation potential" to extend the traditional segregation potential concept. The use of this new concept with an existing moisture inflow prediction model provided excellent correspondence to measured inflow rates for all three study soils in the early and late stages of the test but overpredicted the inflow rates in the mid-range of the test.
机译:土壤水迁移是多年冻土地区路基冰层发展的重要因素。在冻土区的坚固公路路基的设计和分析中,对冻结区水分流入的预测是重要的元素。为了更好地了解水分流入冷冻区,我们设计了一个实验研究来监测冷冻土壤中水含量和温度的变化。使用三种不同的土壤类型进行了相同的实验:粘土,淤泥和细砂。在将色谱柱保持在恒定的非冻结温度的同时,从样品基座提供水分,并实现了水分平衡。然后通过在柱表面施加亚冰点温度将温度梯度施加到样品上。以规则的时间间隔测量样品的温度和水含量的变化。根据冻结速率,冻结过程可分为三个阶段:快速霜冻阶段,过渡霜冻阶段和稳定霜冻阶段。在冷冻过程中,流入速率随冰晶格厚度的增加而增加。当达到最大速率时,冰透镜的最终厚度(最大)得以实现。随后,水流入速率降低。从样品底部供应的所有水在冷冻过程中都流入霜区,下部的水分含量保持相对不变。偏析势随冻结速率和土壤类型而变化。本文提出了“广义隔离势能”的概念,以扩展传统的隔离势能概念。将该新概念与现有的水分流入预测模型结合使用,可以在测试的早期和后期为所有三种研究土壤的测得的入流率提供极佳的对应关系,但会过高地预测试验中段的入流率。

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