The stress memory in rock under uniaxial cyclic compression is attributed to the nonlinear strains in rock due to crack initiation and propagation. When a rock is subjected to uniaxial compression, potential cracks with strengths lower than the applied stress initiates and propagates. When the specimen is unloaded and reloaded again, new cracks hardly occur until previously applied maximum stress is reached, beyond which new cracks are generated resulting in elastic strains. The tangent modulus method (TMM) is an approach commonly used to reconstruct the applied stress. This method involves plotting the incremental tangent modulus for two successive cycles against the stress, with the separation between the curves assumed to be the maximum stress previously applied. However, this method is sensitive to time and show its effectiveness under a certain range of time delay only. In this paper, we propose a modification to the TMM that eliminates the time dependency of the method. Uniaxial cyclic loading and unloading (UCLU) tests were performed on cylindrical rock specimens, and the effect of time delay on stress memory was observed. The results obtained from the modified technique indicate that the stress memory in rocks remains unaffected by time delay, contrary to the findings of the conventional TMM analysis.
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