International Journal for Numerical and Analytical Methods in Geomechanics

Titel Veröffentlichungsdatum Sprache Zitate
Mathematical modelling of monotonic and cyclic undrained clay behaviour1977/04/01English140
A simple hypoplastic constitutive model for sand1994/12/01English138
Isotropic yield surfaces in three dimensions for use in soil mechanics1980/01/01English138
An approximate analysis procedure for piled raft foundations1993/12/01English138
A fully coupled method for massively parallel simulation of hydraulically driven fractures in 3‐dimensions2016/09/18English138
Self‐similar solution of a plane‐strain fracture driven by a power‐law fluid2002/03/25English137
An improved SPH method for saturated soils and its application to investigate the mechanisms of embankment failure: Case of hydrostatic pore‐water pressure2011/10/03English137
Finite element models for rock fracture mechanics1980/01/01English135
Fabric evolution within shear bands of granular materials and its relation to critical state theory2010/11/23English135
Frost heave modelling using porosity rate function2006/01/01English134
Treatment of hourglass patterns in low order finite element codes1978/01/01English133
Hydro‐mechanical modeling of cohesive crack propagation in multiphase porous media using the extended finite element method2012/04/27English132
Two‐phase dynamic analysis by material point method2012/10/05English132
Influence of particle shape and angularity on the behaviour of granular materials: a numerical analysis2003/09/15English131
Simulation of non‐planar three‐dimensional hydraulic fracture propagation2014/06/01English131
Unsaturated slope stability analysis with steady infiltration or evaporation using elasto-plastic finite elements2005/01/01English130
Soil parameter identification using a genetic algorithm2007/03/30English130
Stress and pore pressure changes in clay during and after the expansion of a cylindrical cavity1979/10/01English130
Simple model for transient soil loading in earthquake analysis. II. Non‐associative models for sands1985/09/01English129
Trap‐door problem with dry sand: A statical approach based upon model test kinematics1981/01/01English129
Cyclic macro‐element for soil–structure interaction: material and geometrical non‐linearities2001/09/26English129
The effect of pore water pressure on tunnel face stability2016/04/14English129
On the role of particle breakage in the shear failure behavior of granular soils by DEM2011/12/20English129
Continuous velocity fields for collapse and blowout of a pressurized tunnel face in purely cohesive soil2012/08/09English129
Three‐dimensional finite element analysis of the interaction between tunneling and pile foundations2002/01/10English129
Mechanical behaviour and failure of cohesive granular materials2004/10/20English128
DEM analysis of bonded granular geomaterials2008/08/22English128
LBM–DEM modeling of fluid–solid interaction in porous media2012/06/01English127
Review of validation of the discontinuous deformation analysis (DDA) method2006/01/01English127
On modelling the unloading‐reloading behaviour of soils1978/01/01English127