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Mesoscale numerical research method of equivalent thermal conductivity of rock and soil

A technology of equivalent thermal conductivity and thermal conductivity, which is applied in the field of research on the characteristics of multiphase composite materials, can solve the problems that the influence of equivalent thermal conductivity cannot be independently explored, the thermal conductivity of multiphase composite materials is complex, and the impact

Active Publication Date: 2021-09-14
WUHAN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

This method only needs to determine the input parameters of the formula to obtain the equivalent thermal conductivity, which is beneficial to the estimation of the properties of various materials, but this prediction method is largely affected by the physical model, and can only be used as a practical project. An easy way to make predictions
[0008] Multiphase materials have strong heterogeneity and are affected by many factors at the same time, so the determination of the thermal conductivity of multiphase composite materials is more complicated
However, none of the above methods can independently explore the influence of a single factor on the equivalent thermal conductivity of multiphase composites.

Method used

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  • Mesoscale numerical research method of equivalent thermal conductivity of rock and soil
  • Mesoscale numerical research method of equivalent thermal conductivity of rock and soil
  • Mesoscale numerical research method of equivalent thermal conductivity of rock and soil

Examples

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Effect test

Embodiment 1

[0070] In this example, according to the mesoscale numerical research method of the equivalent thermal conductivity of rock and soil based on the finite element method proposed by the present invention, the influence of the spatial arrangement of dispersed phases on the thermal conductivity of rock and soil is explored. Specific steps are as follows:

[0071] (1) Determine the attributes of the research object.

[0072] ① Determine the input parameters (porosity and saturation)

[0073] The soil in the natural state is simulated, and the research shows that the moisture content of the soil in the natural state is 13%-105%, and the average value is 29%. Select typical values: porosity (n) is 50%, saturation (Sr) is 78.3%. The volume fraction of each phase is determined according to the porosity (n) and saturation (Sr). The percentage of the dispersed phase in the total volume is 50% of the porosity, and the saturation represents the percentage of the pore volume occupied by t...

Embodiment 2

[0100] In this example, according to the mesoscale numerical research method based on the finite element method proposed by the present invention for the equivalent thermal conductivity of rock and soil, the effect of soil type on the thermal conductivity of rock and soil is explored. Specific steps are as follows:

[0101] (1) Determine the attributes of the research object.

[0102] ① Determine the input parameters (porosity and saturation)

[0103] This example mainly studies the effect of soil type on the equivalent thermal conductivity, so there are no specific restrictions on porosity and saturation. The volume fraction of each phase is determined according to the porosity (n) and saturation (Sr), where the porosity is the percentage of the dispersed phase in the total volume, the saturation represents the percentage of the pore volume occupied by the water phase, and other phases can be determined according to the above two Parameter conversion results in: the soil sk...

Embodiment 3

[0130] This example explores the influence of porosity and saturation on the thermal conductivity of rock and soil based on the mesoscale numerical research method based on the finite element method proposed by the present invention for the equivalent thermal conductivity of rock and soil. Specific steps are as follows:

[0131] (1) Determine the attributes of the research object.

[0132] ① Determine the input parameters (porosity and saturation)

[0133] This example mainly studies the influence of porosity and saturation on the equivalent thermal conductivity. The porosity is not specifically restricted in the simulation, and a multiphase soil structure with a certain porosity is randomly generated. Saturation is set to 0%, 20%, 40%, 60%, 80%, and 100%, respectively. The volume fraction of each phase is determined according to the porosity (n) and saturation (Sr), where the porosity is the percentage of the dispersed phase in the total volume, the saturation represents th...

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Abstract

The invention relates to a mesoscale numerical research method of the equivalent thermal conductivity of rock and soil bodies. Aiming at the heterogeneous characteristics of rock and soil, the present invention aims at soil, the most common material in geotechnical engineering, from the perspective of mesoscopic scale, and establishes a simulation model based on a finite element numerical method to estimate its equivalent thermal conductivity. The established numerical model is simulated by the Monte Carlo algorithm to obtain a soil structure with spatial randomness. Combining the finite element calculation method and the Fourier formula based on steady-state analysis, the equivalent thermal conductivity of the soil in three cases is calculated. Comparative analysis, and explore the influence of soil type, porosity, saturation, spatial arrangement of dispersed phase and other factors on the equivalent thermal conductivity of soil. Starting from the mesoscopic scale, the present invention proposes a method for simulating the heterogeneity of the internal structure of rock and soil, which provides a new idea for analyzing its thermal conductivity, and the simulation method is simple, fast and convenient.

Description

technical field [0001] The invention belongs to the field of research on the properties of multiphase composite materials, and in particular relates to a mesoscale numerical research method of the equivalent thermal conductivity of rock and soil bodies. Background technique [0002] Many materials in geotechnical engineering are considered as multiphase composite materials. For example, soil is usually regarded as a multiphase system consisting of soil skeleton, air, water and ice. Geotechnical materials play an important role in environmental and engineering applications, and their thermal properties are one of the most critical parameters of geotechnical materials. Thermal conductivity, convective heat transfer coefficient and specific heat capacity are the main factors affecting the thermal behavior of soil, among which thermal conductivity is the most critical parameter reflecting heat transfer capability, which has important applications in geothermal energy development...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G06F30/23G06F113/26
CPCG01N25/20
Inventor 刘勇李凯奇李典庆
Owner WUHAN UNIV
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