A Lagrangian reproducing kernel formulation is introduced as an approximati
on of field variables under the Galerkin meshfree framework of geomechanics
. The reproducing kernel approximation is formulated with reference to the
material coordinates, yielding an approach that is applicable to both total
and updated Lagrangian formulations. In the method presented, geotechnical
materials described by pressure-sensitive multisurface plasticity with a c
ap hardening rule are considered in the meshfree formulation. The solution
obtained from the meshfree method with linear basis was compared to that of
bilinear finite elements for elastoplastic analysis of geotechnical materi
als.