Sand production in development and production wells results from interacting mechanical failure, hydraulic particle mobilization, and solids transport. This study develops an integrated geomechanical approach combining one-dimensional (1D) mechanical earth modeling with three-dimensional (3D) wellbore stress analysis. Unconsolidated sand is evaluated through hydraulic mobilization thresholds, whereas consolidated sandstone is assessed using mechanical first-yield criteria. The 3D model is from work of Al-Shaaibi et al. (2013) model with modification to incorporate corrected stress transformations, principal-stress evaluation, and Mogi–Coulomb failure analysis. Synthetic examples illustrate critical drawdown conditions and reservoir depletion effects. The proposed methodology supports sanding-risk assessment and production optimization, subject to formation-specific calibration and independent field validation.
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Don S. Basuki (2026) studied this question.
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