Modelling the Large Deformation Failure Behaviour of Unsaturated Porous Media with A Two-Phase Fully-Coupled Smoothed Particle Finite Element Method-Reference-Cited by-同舟云学术

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Modelling the Large Deformation Failure Behaviour of Unsaturated Porous Media with A Two-Phase Fully-Coupled Smoothed Particle Finite Element Method

Published:2023 Issue: Volume: Page:
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Author:

Liu Ming,Huang Wen-Xiong,Yuan Wei-Hai,Zhang Wei

Publisher

Elsevier BV

Reference98 articles.

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2. Error-bounds for finite element method;I Babu�ka;Numerische Mathematik,1971

3. Modelling landslides in unsaturated slopes subjected to rainfall infiltration using material point method;S Bandara;International Journal for Numerical and Analytical Methods in Geomechanics,2016

4. Coupling of soil deformation and pore fluid flow using material point method;S Bandara;Computers and Geotechnics,2015

5. The inf-sup condition and its evaluation for mixed finite element methods;K Bathe;Computers & Structures,2001

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