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Creep characteristics and fractional rheological model of granite under temperature and disturbance load coupling

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Abstract

Deep rock masses are subjected to the joint action imparted from high-temperature, blasting excavation, and other disturbance loads. To explore the influence of vibration load on the rock rheological behavior and its mode of failure under high-temperature, rock triaxial compressive creep testing was conducted, under both temperature and disturbance load. The creep curves of granite under triaxial compression under the temperature-disturbance load were found to encompass the decay, stability, acceleration, and disturbance stages, controlled by the disturbance load. With the increase of loading rate, both the shear strength and residual strength decrease. An unsteady disturbance fractional viscoplastic body was introduced in a constitutive model based on fractional calculus, and it was used to replace the Nishihara model. The improved model is in serial connection with a nonlinear rheological element to describe the rock behavior in the acceleration stage. The model can describe the entire creep process in the granite under the combined action of temperature and disturbance load. This work has thus provided guidance for the stability analysis of deep engineering projects.

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Funding

This research was supported by the National Natural Science Foundation Project of China (No. 51774173).

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  1. Department of Civil Engineering, Liaoning Technical University, Fuxin, 123000, China

    Xiaofeng Li, Di Wu & Meixuan Wu

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  1. Xiaofeng Li
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Xiaofeng Li wrote the main manuscript text; Di Wu and Meixuan Wu participated in the experiments and theoretical research; Xiaofeng Li, Di Wu and Meixuan Wu revised the manuscript. All authors reviewed the manuscript.

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Li, X., Wu, D. & Wu, M. Creep characteristics and fractional rheological model of granite under temperature and disturbance load coupling. Mech Time-Depend Mater 28, 81–98 (2024). https://doi.org/10.1007/s11043-023-09618-8

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