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Mechanical properties and damage evolution of cemented coal gangue-fly ash backfill under uniaxial compression: Effects of different curing temperatures

机译:单轴压缩下水泥煤矸石 - 飞灰回填的机械性能及损伤演化:不同固化温度的影响

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摘要

A high geothermal heat affects the physical properties of cemented coal gangue-fly ash backfill (CGFB). The mechanical properties, damage evolution, elastic modulus, and peak strain of CGFB under uniaxial compression were investigated at different curing temperatures (20 degrees C, 35 degrees C, and 50 degrees C) and curing ages (3, 7, 14, and 28 days), and the stress-strain curves were obtained. The results show that the elastic modulus and peak strain of CGFB exhibit an increasing overall trend with a rise in the curing temperature; the 14th day of curing is the inflection point of the elastic modulus curve of the CGFB specimens. The theoretical results based on the piecewise damage constitutive model are in good agreement with the experimental results, indicating that the model is reasonable. Four damage stages of the CGFB are observed: no damage, initial damage formation, accelerated damage growth, and stable damage development. The CGFB specimens cured at 35 degrees C and 50 degrees C suffer complete damage, whereas the CGFB specimens cured at 20 degrees C are not completely damaged, with a damage value of only 0.5409. The damage trend under uniaxial compression indicates that the damage value increases slowly from 0 at the initial stress, rapidly increases after the peak stress, and increases slowly until the damage value reaches 1, and the CGFB suffers a complete failure. This paper lays a foundation for analyzing the stability of CGFB in a high geothermal environment.
机译:高地热热影响胶水煤矸石 - 飞灰回填(CGFB)的物理性质。在不同固化温度下(20℃,35℃和50℃)和固化剂(3,7,14和28,研究了单轴压缩下CGFB在单轴压缩下的机械性能,损伤进化,弹性模量和峰菌株(3,7,14和28几天),并获得应力 - 应变曲线。结果表明,CGFB的弹性模量和峰菌株在固化温度上升的情况下表现出越来越大的整体趋势;固化的第14天是CGFB标本的弹性模量曲线的拐点。基于分段损伤本构模型的理论结果与实验结果吻合良好,表明该模型是合理的。观察到CGFB的四个损伤阶段:无损坏,初始损伤形成,加速损害生长,造成稳定的损害。 CGFB样品在35摄氏度和50摄氏度下固化,造成完全损坏,而在20摄氏度下固化的CGFB样品并未完全损坏,损坏值仅为0.5409。单轴压缩下的损伤趋势表明,损伤值在初始应力下的0增加,在峰值应激后快速增加,并且在损伤值达到1之前缓慢增加,并且CGFB遭受完全失败。本文为分析高地热环境中CGFB的稳定性奠定了基础。

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