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Suction Measurement in Freezing Process Using High-Suction Tensiometer

机译:使用高吸尘计冷冻过程中的吸入测量

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Frost heaving is a major cause of damage to infrastructure in the seasonal freezing area. It is well known that the heaving is caused by the freezing of moisture migrated to the frozen front in response to the suction force instead of freezing of in situ only. Researchers have been trying to measure the suction force of the freezing soil and obtained a soil-freezing characteristic curve (SFCC) which is similar to the soil-water characteristic curve (S WCC) in unsaturated soils. However, a direct suction measurement in freezing soil is still a challenge. In this study, a high suction tensiometer (HST) developed for matric suction measurement in unsaturated soils was used to measure the suction in the freezing soil. Six thermocouples were installed in the soil to monitor the temperature variation of the different location of the soil. The experiment design, procedures are addressed in detail. The results revealed that 1) suction generated in the soil when water freezes during the freezing process, 2) HST can successfully measure the suction variation in the process of soil freezing, 3) suction increases dramatically when the water freezes to a certain degree, 4) temperature variation at the different location indicated that moisture migration happened in the freezing process.
机译:冻胀是季节性冰冻地区基础设施损坏的主要原因。众所周知的是,起伏是由水分的响应吸力,而不是只在原地冻结迁移到冻结前冻结造成的。研究人员一直在试图测量冷冻土壤的抽吸力和获得的土壤冻结特性曲线(SFCC),其类似于在非饱和土的土 - 水特征曲线(S WCC)。然而,在冻土直接吸力测量仍然是一个挑战。在这项研究中,对于在非饱和土基质吸力测量开发的高吸力张力(HST)被用来测量在冷冻土壤吸入。六个热电偶安装在土壤监测土壤的不同位置的温度变化。实验设计,程序进行了详细的讨论。结果显示在土壤中产生的:1)吸入时在冷冻过程中的水结冰,2)HST可以成功地测量土壤冻结的过程中吸入的变化,3)吸入显着增加,当水冻结到一定程度,4 )在不同位置的温度变化表明,水分迁移在冷冻过程发生了。

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