Effective-Stress Paradigm era
Karl Terzaghi laid the foundation of the effective-stress paradigm by articulating how pore pressure reduces effective normal stress and governs fracture initiation and deformation in rocks and soils. Obert and Duvall popularized rock mechanics in the 1960s with a practical, experiment-driven framework that detailed rock properties, strength criteria, and hydro-mechanical coupling. Jaeger and Cook helped consolidate the field in the 1960s–70s with systematic treatment of dilatancy, fracture mechanisms, and permeability–stress relationships in rocks. In the 1980s Hoek and Brown introduced the Hoek-Brown rock-mass strength criterion, explicitly integrating effective-stress concepts with in-situ conditions to guide design and stability assessments.
Pore-Scale Petro-Physics & Mechanics era
Representative authors in the Pore-Scale Petro-Physics & Mechanics era include Martin Blunt, Bojan Bijeljic, and the rock-physics trio Gary Mavko, Tapan Mukerji, and Jack Dvorkin. Blunt and his group advanced pore-network modeling and upscaling from digital-core images to Darcy-scale permeability, clarifying how pore-throat distributions control flow in shales and tight rocks. Bijeljic has driven imaging-based digital rock approaches and multiphase-flow simulations that reveal the impact of kerogen-rich and clay-dominated domains on specific surface area, sorption, transport pathways, and permeability. Mavko, Mukerji, and Dvorkin provided the rock-physics framework linking microstructural features such as kerogen and clays to elastic and poroelastic properties, informing interpretation of storage, anisotropy, and stimulated-reservoir behavior in unconventional systems.