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Presented in this article is the mathematical simulation of the ground pore moisture condensation at the GSHP boreholes.
Additionally, the numerical data derived from the calculations are presented to assess the effect of the ground pore moisture condensation on the borehole heat transfer efficiency.
Through analysis and experimentation, it was determined that the ground pore moisture condensation has a substantial impact on the GSHP efficiency.
As evaporation was assumed to depend on the pore moisture, the evaporation flux evolved gradually causing a gradual increase in the pore salinity.
In particular it appears that the nonlinear hysteretic parameter is very sensitive to internal damage and microstructural modifications caused by oven drying, but not notably sensitive to pore moisture content, and water to cement and aggregate to cement ratios.
The analytical fractal model was then used to develop a series of unit pore moisture retention functions, which were then integrated across a natural particle size distribution to yield the retention function for thick films.
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Mudrocks do not possess spatio-temporally constant material properties: mechanical properties are time-dependent because of the continuous change in pore pressure, moisture content, and temperature near the borehole.
While ER is easily performed on either new or existing structures, variations in ER measurements are influenced by various factors such as the degree of hydration, pore connectivity, moisture content, and pore solution composition.
The heat released by the spent nuclear fuel is expected to induce boiling at near-atmospheric pressure of pore water (moisture) present in the unsaturated rock around waste-emplacement tunnels [1 5].
Typically, these pores release moisture and take in gases needed for the plant to thrive, while closing down during droughts to conserve water.
The WHC is related to the number and size distribution of soil pores, soil moisture content, textural class and structure, salt content and organic matter.
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