A simplified log creep model for describing triaxial creep of melange rocks

This study aims to develop a simplified log creep model (LgCM) for predicting the triaxial threestage creep behaviors of m ' elange rocks. The model was deduced from the creep deformation mechanism by considering the competition of strain rate hardening and damage during the steady and accelerating creep stages and was described by two simplified fractal functions. The model was then compared with the previous creep models on the uniaxial three-stage creep data of mortar, rock salt, and sandy shale, as well as the triaxial low-stress creep data of claystone. Afterward, the triaxial creep experimental results of the m ' elange rock samples were introduced to illustrate the process of calibrating the model in predicting the triaxial three-stage creep behaviors of m ' elange rocks. It was found the developed LgCM model showed good performance in predicting both the uniaxial and triaxial three-stage creep behaviors of rocks. The investigation reveals that the trend of the parameter beta can indicate three thresholds of the hardening and damaging effects, and provide the equation to reproduce the creep behavior of the m ' elange rock. The work contributes to understanding the time-dependent failure of underground rock mass in m ' elange rock formations.