An explicit stabilised material point method for coupled hydromechanical problems in two-phase porous media

نویسندگان

چکیده

Abstract This paper presents a single-point Material Point Method (MPM) for large deformation problems in two-phase porous media such as soils. Many MPM formulations are known to produce numerical oscillations and inaccuracies the simulated results, largely due integration stress recovery performed at non-ideal locations, cell crossing errors, mass moving from one background grid another. The same drawbacks lead even worse consequences presence of an interstitial fluid phase, especially when undrained/incompressible conditions approached. In this study, explicit stabilised MPM, based on Generalised Interpolation (GIMP) method with Selective Reduced Integration (SRI), is proposed mitigate typical (nearly) incompressible coupled problems. It includes two additional features improve pore pressure recovery, namely (i) patch increments Moving Least Squares Approximation, (ii) extension Composite effective recovery. combination components leads new named GC-SRI-patch. After detailed description approach, its effectiveness verified through analysing various consolidation problems, emphasis representation pressures time space.

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ژورنال

عنوان ژورنال: Computers and Geotechnics

سال: 2021

ISSN: ['1873-7633', '0266-352X']

DOI: https://doi.org/10.1016/j.compgeo.2021.104112