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Table · dataset · 2026

<p>Model parameters.</p>

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<div><p>A statistical damage model incorporating multifractal characteristics is proposed for micro-fractured rocks subjected to pore water pressure.

Description

Based on the assumption that microelement strength follows a Weibull distribution, the unified strength theory is adopted as the statistical variable, and a relative fractal dimension λ is introduced to quantitatively characterize the heterogeneity and anisotropy of the material, thereby establishing a statistical damage model for the rock, which is finally validated through experiments.

The results show that: (1) The model predictions agree well with test curves, effectively reflecting the mechanical responses under varying pore water pressures; (2) Increasing pore water pressure accelerates damage evolution, lowers the critical damage threshold, and promotes rock failure; (3) A larger relative fractal dimension λ reduces microelement strength concentration, brittleness, damage threshold, and overall strength, making the rock more prone to instability.

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This study provides a reference for safety analysis of rock engineering under stress‑seepage coupling conditions.</p></div>

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