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Unfrozen water model based on adsorption and capillary coupling effect

A coupling effect and unfrozen water technology, applied in the field of permafrost engineering, can solve problems such as lack of universal expressions, complex theoretical models, and difficulty in application, and achieve simplified model expressions, simple expressions, and fewer input parameters Effect

Active Publication Date: 2022-04-22
NORTHWEST INST OF ECO ENVIRONMENT & RESOURCES CAS
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AI Technical Summary

Problems solved by technology

Most theoretical models are too complex to apply
The semi-empirical unfrozen water model has simple expressions and is convenient for calculation, but the parameters of most theoretical models and semi-empirical models (such as: initial moisture content, residual unfrozen water content, soil freezing characteristic curve shape factor, etc.) are not universal The expression needs to be obtained from unfrozen water experiments on the target soil, and these fitting parameters vary greatly for different soil types
Therefore, in permafrost areas with inconvenient transportation (such as the Qinghai-Tibet Plateau, the Arctic, and Alaska), there are only a few unfrozen water models that can calculate the unfrozen water content based on easily available parameters such as soil temperature and soil texture, and these The results of the model still need to be improved

Method used

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  • Unfrozen water model based on adsorption and capillary coupling effect
  • Unfrozen water model based on adsorption and capillary coupling effect
  • Unfrozen water model based on adsorption and capillary coupling effect

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Embodiment Construction

[0021] An unfrozen water model based on adsorption and capillary coupling effects, including the following steps:

[0022] (1) Collect soil samples and measure the specific surface area of ​​the soil A S and humidity at room temperature, and the soil moisture at room temperature as the initial water content w 0 .

[0023] Among them: the clay content in the soil is less than 20%, and its specific surface area A S At 60.5~6.22g / cm 3 between.

[0024] (2) Establish the following unfrozen water content model and calculate the unfrozen water content w u :

[0025]

[0026] In the formula: w m is the strongly bound water content, and w m =0.036 A S ; w bm is the residual bound water content, and w bm =0.027 A S ; w bmax is the maximum bound water content, and w bmax =0.38 A S ; w bcmax is the maximum carrying water content of clay particles and sand or silt particles, and w bcmax =0.608 A S ; w m , w bmax and w bcmax Both are mass moisture ...

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Abstract

The invention relates to an unfrozen water model based on adsorption and capillary coupling effect, which is prepared by the following steps: (1) collecting a soil sample, measuring the specific surface area AS of the soil and the humidity at room temperature, and taking the humidity of the soil at room temperature as the initial water content w0; (2) establishing an unfrozen water content model, and calculating the unfrozen water content wu; the method has the advantages of simple expression, few input parameters, convenience in calculation and deeper theoretical basis.

Description

technical field [0001] The invention relates to frozen soil engineering, in particular to an unfrozen water model based on adsorption and capillary coupling effects. Background technique [0002] Climate warming directly affects the freeze-thaw cycle of permafrost. The essence of the freeze-thaw process is ice-water phase transition and water migration. The freeze-thaw cycle will lead to the redistribution of soil moisture and solutes, change the thermal and hydraulic conductivity of the soil and microbial activity, and cause local soil heaving and thawing. Therefore, the modeling of unfrozen water content to describe the freeze-thaw process is the key to simulate and predict the ecological and hydrological changes of permafrost regions under the background of climate warming, as well as to calculate the structural strength of permafrost. [0003] According to the causes of unfrozen water and the freezing characteristics of unfrozen water (also known as soil freezing charac...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N33/24
CPCG01N33/24
Inventor 靳潇高晓清杨文
Owner NORTHWEST INST OF ECO ENVIRONMENT & RESOURCES CAS
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