This supplemental material complements the technical paper ‘A small-strain hypo-elastic constitutive model and application to foundation field tests for initial stiffness evaluation’. This material pr
Abstract The existence of holes in rock is one of the key factors for the instability of underground rock mass engineering. Combined with acoustic emission equipment, uniaxial compression tests of roc
Dataset of the homonymous paper: a first-of-its-kind database that addresses the size and complexity issues of creating synthetic datasets for nonlinear constitutive modeling of soils by simulating bo
