风积沙-黄土协同增强煤基固废膏体力学特性OA
Synergistic enhancement of mechanical properties of coal-based solid waste paste by aeolian sand and loess
为解决煤基固废大量堆积引发的环境问题,以煤基固废与风积沙作为主要骨料,采用正交试验方法,配制煤基固废膏体充填试件;通过单轴抗压强度试验与微观结构分析,识别影响充填体强度的关键因素,并结合单轴压缩应力-应变试验,研究充填体在不同应力阶段的变形特性及破坏规律.结果表明:充填体28 d 平均抗压强度为13.9 MPa,满足麻黄梁煤矿4.9 MPa 的强度要求,影响抗压强度的主要因素是"风积沙+黄土"/水泥掺量,粉煤灰/水泥掺量的影响程度最小,抗压强度形成主要源于水泥水化反应与煤矸石、粉煤灰中活性SiO2、Al2O3火山灰反应的协同作用;煤矸石提供骨架支撑,粉煤灰二次水化生成 C-S-H 凝胶,风积沙与黄土优化颗粒级配,共同提升密实度与力学性能,当煤矸石/水泥掺量为 1.5、粉煤灰/水泥掺量为 1.5、"风积沙+黄土"/水泥掺量为0.5、质量浓度为77%时,充填体弹性模量较高,峰值应力前裂隙发育程度较低,峰值后显著增大;裂隙演化过程依次经历闭合、发育、扩展与贯通阶段,反映了荷载作用下材料内部应力累积、裂缝萌生与扩展直至破坏的全过程,煤基固废膏体应力-应变曲线 呈现"初始压密-弹性变形-屈服与塑性变形-破坏"四阶段特征.研究可为煤基固废在充填开采中的工程应用提供理论依据与技术参考.
To address the environmental problems caused by the large-scale accumulation of coal-based solid waste,paste backfill specimens were prepared by the orthogonal experimental method using coal-based solid waste and aeolian sand as the main aggregates.Through uniaxial compressive strength tests and microstructural analysis,the key factors affecting the strength of the backfill were identified.Com-bined with uniaxial compression stress-strain tests,the deformation characteristics and failure law of the backfill at different stress stages were investigated.The results show that the average 28 d compressive strength of the backfill is 13.9 MPa,meeting the 4.9 MPa strength requirement of Mahuangliang Coal Mine.The main factor affecting compressive strength is the proportion of aeolian sand and loess to ce-ment,whereas the fly ash-to-cement ratio has the least effect.The formation of compressive strength mainly arises from the synergistic effect of cement hydration and the pozzolanic reaction of active SiO2 and Al2O3 in coal gangue and fly ash.Coal gangue provides skeletal support,fly ash forms C-S-H gel through secondary hydration,and aeolian sand and loess optimize particle gradation,jointly impro-ving compactness and mechanical properties.When the coal gangue-to-cement ratio is 1.5,the fly ash-to-cement ratio is 1.5,the aeolian sand and loess-to-cement ratio is 0.5,and the mass concentration is 77%,the backfill exhibits a relatively high elastic modulus,limited crack development before the peak stress,and a marked increase after the peak stress.The crack evolution process undergoes the stages of closure,development,propagation,and coalescence,reflecting the whole process of internal stress accu-mulation,crack initiation and propagation,and eventual failure under loading.The stress-strain curve of coal-based solid waste paste shows four stages:Initial compaction,elastic deformation,yielding and plastic deformation,and failure.This study provides a theoretical basis and technical reference for the engineering application of coal-based solid waste in backfill mining.
王振平;文浩;辛民;郝雨涛;刘柏;王旭;王福泰;张铎
西安科技大学 安全科学与工程学院,陕西 西安 710054||西安科技大学 西部矿井开采及灾害防治教育部重点实验室,陕西 西安 710054西安科技大学 安全科学与工程学院,陕西 西安 710054||西安科技大学 西部矿井开采及灾害防治教育部重点实验室,陕西 西安 710054兖矿能源集团股份有限公司 山东煤炭科技研究院分公司,山东 济南 250117西安科技大学 安全科学与工程学院,陕西 西安 710054||西安科技大学 西部矿井开采及灾害防治教育部重点实验室,陕西 西安 710054兖矿能源集团股份有限公司 山东煤炭科技研究院分公司,山东 济南 250117兖矿能源集团股份有限公司,山东 邹城 273500兖矿能源集团股份有限公司,山东 邹城 273500西安科技大学 安全科学与工程学院,陕西 西安 710054||西安科技大学 西部矿井开采及灾害防治教育部重点实验室,陕西 西安 710054
矿业与冶金
煤基固废强度分析膏体充填水化反应变形破坏
coal-based solid wastestrength analysispaste backfillinghydration reactiondeformation and failure
《西安科技大学学报》 2026 (3)
530-542,13
陕西省重点研发计划项目(2024GX-YBXM-488)科学家+工程师队伍建设项目(2024JH-KGDW-0111)
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