Abstract

The physical and mechanical properties of the reservoir bank slope are affected by the water–rock interaction. However, few studies considered the impact of long-term water–rock interaction on the evolution law of mesostructure. Therefore, in this study, the water–rock interaction test was conducted on a slightly weathered red-bed soft rock from the Three Gorges Reservoir area, considering the fluctuation in the reservoir water level. The corresponding pore structure parameters were measured and analyzed based on a scanning electron microscope (SEM) and digital image processing technology. The study showed that: (1) The pore size has been gradually increased, while the number of pores was increased initially and then decreased. Within 12 cycles, the maximum and average pore radius of the rock specimens was increased by 101.02% and 43.32%, respectively, and the porosity has been increased by 26.59%, whereas the number of pores decreased by 22.65%. This indicates the effect of water–rock interaction on the propagation of pores. (2) The pores were changed from oblate to slender by the water–rock interaction. The shape factor was decreased by about 15.79% within 12 cycles. In the meantime, the fractal dimension was increased from 1.20 to 1.28, and more complex structures of pores were observed. (3) The porosity evolution model for the red-bed soft rock was established based on the curve fitting technique. The results can be used as a reference to conceptualize the mesostructure damage of rocks under water–rock interaction.

Highlights

  • The physical and mechanical properties of the reservoir bank slope are affected by the water–rock interaction

  • Pore radius is an important parameter to characterize the microstructure of porous media and has an essential effect on the permeability and mechanical properties of rock

  • The pore structure evolution characteristics of red-bed soft rock in periodic water–rock interaction were studied combined with the water–rock interaction test and scanning electron microscope (SEM) digital image processing technology

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Summary

Introduction

The physical and mechanical properties of the reservoir bank slope are affected by the water–rock interaction. Within 12 cycles, the maximum and average pore radius of the rock specimens was increased by 101.02% and 43.32%, respectively, and the porosity has been increased by 26.59%, whereas the number of pores decreased by 22.65% This indicates the effect of water–rock interaction on the propagation of pores. The impacts of water–rock interaction on the physical and mechanical properties variation of rock have been well studied in the past. Considering the engineering condition, Hale et al.[15,16,17,18,19,20,21] designed different dry–wet cycling tests to simulate the water–rock interaction, and established the degradation mechanism and failure characteristics of different rocks based on experimental investigations. The impact of long-term water–rock interaction on the mesostructure characteristics of rocks is seldom studied statistically

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