Incompressible or nearly incompressible soil dynamic behaviour—a new staggered algorithm to circumvent restrictions of mixed formulation
Authors:
- Maosong HuangMHMaosong Huang
- 1 February 2001
- journal article
- Published by Elsevier in Soil Dynamics and Earthquake Engineering
- Vol. 21 (2) , 169-179
Abstract
No abstract availableKeywords
This publication has 13 references indexed in Scilit:
- Static and dynamic behaviour of soils : a rational approach to quantitative solutions. I. Fully saturated problemsProceedings of the Royal Society of London. A. Mathematical and Physical Sciences, 1990
- The patch test—a condition for assessing FEM convergenceInternational Journal for Numerical Methods in Engineering, 1986
- Coupled problems—A simple time‐stepping procedureCommunications in Applied Numerical Methods, 1985
- Dynamic behaviour of saturated porous media; The generalized Biot formulation and its numerical solutionInternational Journal for Numerical and Analytical Methods in Geomechanics, 1984
- 21 Earth dam analysis for earthquakes: numerical solution and constitutive relations for non-linear (damage) analysis1981
- Drained, undrained, consolidating and dynamic behaviour assumptions in soilsGéotechnique, 1980
- The finite element method with Lagrangian multipliersNumerische Mathematik, 1973
- Variational Formulation of Dynamics of Fluid-Saturated Porous Elastic SolidsJournal of the Engineering Mechanics Division, 1972
- Error-bounds for finite element methodNumerische Mathematik, 1971
- Theory of Propagation of Elastic Waves in a Fluid-Saturated Porous Solid. I. Low-Frequency RangeThe Journal of the Acoustical Society of America, 1956