Study on Physical Properties and Energy Evolution of Natural Gypsum Rock under Freeze-thaw Cycles

Shengzhu Wang, J. Qin, Keke Zheng, F. Yang, Yang Zhang, Sijiang Wei, Dahua Ren
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Abstract

The physical and mechanical properties, microstructure deterioration characteristics and damage mechanism of natural gypsum rock under freeze-thaw cycles were studied by using a self-developed programmed freeze-thaw experimental device, results showed: Compared with that before freeze-thaw, with the increase of freeze-thaw cycles, the surface dissolution of gypsum rock samples becomes more obvious, the longitudinal wave velocity decreases linearly, the uniaxial compressive strength and elastic modulus decrease exponentially, the compaction stage of stress-strain curve is significantly prolonged, and the plasticity of post-peak failure process is enhanced. With the increase of axial strain, the total input energy curve rises at a faster rate, and the elastic energy curve also rises, but the rising rate slows down significantly after the freeze-thaw cycle, and the dissipation energy curve gradually evolves from a smooth rise to an ' S ' type. The research results have reference significance for the construction scheme design and frost damage prevention of gypsum surrounding rock tunnels in cold regions.
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冻融循环作用下天然石膏岩物理性质及能量演化研究
利用自行研制的程序化冻融试验装置,研究了冻融循环作用下天然石膏岩的物理力学性能、微观结构劣化特征及损伤机理,结果表明:与冻融前相比,随着冻融循环次数的增加,石膏岩样表面溶蚀作用更加明显,纵波速度线性减小,单轴抗压强度和弹性模量呈指数级减小,应力-应变曲线压实阶段明显延长,峰后破坏过程的塑性增强。随着轴向应变的增大,总输入能量曲线上升速度加快,弹性能量曲线也随之上升,但冻融循环后上升速度明显放缓,耗散能量曲线由平稳上升逐渐演变为S型。研究成果对寒冷地区石膏围岩隧道的施工方案设计和防冻害具有参考意义。
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