Derivation Method of Equivalent Pore Size of Pores Between Clay Particles
A technology of pore radius and particle, applied in the field of practical application of geotechnical engineering, can solve the problem of not given quantitative method, limitation and so on
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[0059] A method for deriving the equivalent pore size of pores between clay particles, specifically according to the following steps:
[0060] step 1,
[0061] Firstly, clay-containing soil samples were prepared for soil-water characteristic test, and a complete soil-water characteristic curve was obtained by fitting the formula (1) through MATLAB, expressed in terms of mass water content. The fitting formula is as follows:
[0062]
[0063] In the formula: θ is mass water content;
[0064] u a -u w is the matrix suction;
[0065] θ r is the residual moisture content;
[0066] θ s is the saturation moisture content;
[0067] a, m and n are fitting parameters. The parameter n is related to the soil pore size distribution, and the parameter m is related to the overall symmetry of the soil-water characteristic curve.
[0068] The pore structure of soil determines the vapor pressure in equilibrium. The Kelvin (Kelvin) formula, on the premise of not violating the orig...
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