A substantial amount of experimental evidence suggests that the critical state envelope for ballast is nonlinear,
especially at low confining pressure. To study the implications of this nonlinearity and the associated role of particle breakage,
monotonically loaded drained triaxial tests were conducted using a large-scale cylindrical triaxial apparatus. A nonlinear critical
state envelope is determined in the q–p= and –lnp= planes. Mathematical expressions for critical state stress ratio and specific
volume are proposed to incorporate the evolution of particle breakage during monotonic shearing. In this paper, an elastoplastic
constitutive model based on the critical state soil mechanics framework is presented to capture the salient aspects of stress–
strain behaviour and degradation of ballast. Constitutive parameters were conveniently determined from large-scale laboratory
tests. The model is able to predict the monotonic shear behaviour of ballast corroborating with the laboratory measurements.
The proposed model is further validated using experimental results available from past independent studies.