Research on the Triaxial Mechanical Properties and Elastic-Plastic Constitutive Relationship of Coal Gangue Concrete
摘要
In order to study the mechanical properties of pebble concrete under triaxial compression, the conventional tri-axial test were carried out. Aiming at the stress-strain curve of coal gangue concrete under triaxial mechanical behavior, based on the Draucker-Prager plastic model, the Willam Warnke five parameter yield model with strengthening parameter is established for coal gangue concrete that considers both deviatoric stress and static water pressure. Based on the principles of classical plastic mechanics, an incremental stress-strain constitutive relationship for coal gangue concrete was established.