1. Experimental study on shear behavior of marine sands subjected to acidic conditions.
- Author
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Tan, Jie, Ren, Feifan, and Gao, Yuan
- Abstract
Acidic contaminants are one of the major pollutants that penetrate the soil through various pathways, such as breaking pipes, factory effluents, and chemical leakages. In this study, systematic static and cyclic simple shear tests were performed to explore the behavior of marine sands subjected to acidic conditions, considering the influences of the different cyclic stress ratios and acid erosion durations. The peak shear strength, pore pressure, deformation, stiffness degradation, damping ratio, and liquefaction resistance were investigated. Test results show that increasing the acid erosion duration causes an increase in the monotonic peak shear strength, a decrease in the rate of pore pressure build-up, and enhances the liquefaction resistance of marine sands. The liquefaction resistance of tested marine sands subjected to acid erosion is about 1-1.2 times greater than that of sands without acid erosion. On this basis, a modified model was established to predict the pore pressure generation of marine sands, and an assessment method of the liquefaction resistance suitable for marine sands that is independent of the acid erosion duration was obtained, providing an effective means for early evaluation of soil liquefaction in engineering practice. Furthermore, by carrying out an energy-based assessment of liquefaction behavior, a unique correlation between various cyclic behaviors and dissipated energy was revealed, indicating the potential applicability of the energy-based method for evaluating the characteristics of marine sands even under acidic conditions. [ABSTRACT FROM AUTHOR]
- Published
- 2024
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