Boundary integral equation method for linear porous-elasticity with applications to fracture propagation

DOI10.1002/nme.1620200207zbMath0525.73125OpenAlexW2057151065MaRDI QIDQ3038812

James A. Liggett, Alexander H.-D. Cheng

Publication date: 1984

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

Full work available at URL: https://doi.org/10.1002/nme.1620200207

zbMATH Keywords

boundary integral equation methodearthquake predictionreciprocal principleBIEMdiscretization of solution unknowns required only along axis of symmetry of fractureelastic and plastic constitutive relationsenergy explorationfailure of overconsolidated clayfracture propagation criteriagoverning equations of Biot modelsemi-infinite crack propagating quasi-statically in porous-elastic mediumunderground hydraulic fracturing

Mathematics Subject Classification ID

Numerical methods for integral equations (65R20) Soil and rock mechanics (74L10) Brittle damage (74R05) Numerical and other methods in solid mechanics (74S99)

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