College of Civil Engineering, Tongji University, Shanghai 200092, China;Shanghai Geotechnical Investigation and Design Institute Co. Ltd., Shanghai 200032, China 在期刊界中查找 在百度中查找 在本站中查找
Based on principles of energy conservation and energy minimum ratio proposed by Rowe, the dilatancy equation considering particle breakage was established on micro level. In order to verify the correctness of dilatancy equation, the corresponding elastic plastic constitutive model was set up by introducing the modified hardening rule. Then the numerical simulation of triaxial tests about two different shape coarse granular aggregates was carried out. Results show that this model can accurately describe the dilatancy characteristic and stress strain relationship of coarse granular aggregates.