A three-dimensional enhanced dual-porosity and dual-permeability approach for hydromechanical modeling of naturally fractured rocks

DOI10.1002/nme.6594zbMATH Open1548.74435MaRDI QIDQ6553317

Nilthson Noreña, Julio Rueda, Deane Roehl, Cristian Mejia

Publication date: 11 June 2024

Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)

zbMATH Keywords

fractured porous mediafractured reservoirenhanced dual-porosity modelmultiscale fractures

Mathematics Subject Classification ID

Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Soil and rock mechanics (74L10)

Cites Work

• On the theory of consolidation with double porosity
• Time stepping schemes for coupled displacement and pore pressure analysis
• General theory of three-dimensional consolidation.
• Load stepping schemes for critical state models
• Coupled HM analysis using zero-thickness interface elements with double nodes. Part I: Theoretical model
• Basic concepts in the theory of seepage of homogeneous liquids in fissured rocks [strata]

This page was built for publication: A three-dimensional enhanced dual-porosity and dual-permeability approach for hydromechanical modeling of naturally fractured rocks