纤维-碳酸钙晶须复合改性地聚物胶砂材料的力学性能与微观表征研究

Mechanical properties and microscopic characterization of fiber-calcium carbonate whisker composite modified geopolymer sand materials

  • 摘要: 为减少工业固废对土地资源的侵占及污染,本文选取煤矸石粉(CGP)和矿渣(SL)为胶凝材料,电石渣(CS)为激发材料,风积砂(AS)为固化基质,研制全固废回填材料(CSCA)。为克服单一形式纤维对提升CSCA力学性能的局限性,本文对比单掺与混掺形式添加碳酸钙晶须(CCW)和聚丙烯纤维(PPF),探究不同添加形式对CSCA的力学行为与微观结构的影响。基于数字散斑(DIC)技术开展无侧限抗压强度(UCS)测试及三点弯曲抗折强度(FS)测试;借助XRD、SEM-EDS和原子力显微镜(AFM)技术对材料的聚合产物、表界面结构和纤维失效形态进行表征。研究结果表明:相较于单一纤维增强的CSCA,混掺纤维通过协同作用可显著提升其UCS及FS。其中当CCW和PPF掺量分别为2%和6‰时,混掺结构力学性能最佳。基于DIC技术观测发现,CCW与PPF凭借各自独特的尺寸参数和物理力学特性形成互补性增强效应,在多个损伤阶段明显地延缓了试样内部宏观微观裂纹的产生、发育和扩展。同时混掺后试样与单掺组相比,材料总能量(U)和弹性应变能(Ue)积累增加,能量损耗减少。微观测试结果表明,CCW的加入对CSCA试样孔隙优化效果显著。此外,纤维混掺增强体系中,基体失效模式从单一纤维主导的独立破坏,转变为“纤维-晶须-基体”多相界面协同承载、变形协调的失效机制。

     

    Abstract: To mitigate the occupation of land resources and pollution caused by industrial solid waste, coal gangue powder (CGP) and slag (SL) were utilized as cementitious materials, carbide slag (CS) was used as an alkaline activator, and aeolian sand (AS) was employed as a solidification matrix to synthesize a fully solid-waste-based backfill material (CSCA). To overcome the limitations of single-form fibers in improving the mechanical performance of CSCA, the effects of individual and hybrid incorporation of calcium carbonate whiskers (CCW) and polypropylene fibers (PPF) on the mechanical properties and microstructure of CSCA were systematically investigated and compared. Unconfined compressive strength (UCS) and three-point flexural strength (FS) tests were conducted using digital image correlation (DIC) technology. Simultaneously, XRD, SEM-EDS, and AFM were employed to characterize the material's polymerization products, interfacial microstructure, and fiber failure modes. The results indicate that the hybrid fiber system significantly improves UCS and FS compared to CSCA reinforced with individual fiber types, demonstrating clear synergistic effects. Optimal mechanical performance is attained with 2% CCW and 0.6% PPF incorporation rates. DIC analysis reveals that CCW and PPF generate complementary reinforcement effects by leveraging their distinct dimensional characteristics and physico-mechanical properties. This multi-scale synergistic effect effectively inhibited crack initiation, propagation, and coalescence at both macroscopic and microscopic scales throughout various damage stages. Meanwhile, compared with the single-doped group, the samples with co-doping show increased accumulation of total material energy (U) and elastic strain energy (Ue), along with reduced energy loss. Microstructural analysis demonstrates that CCW incorporation substantially improves the pore structure characteristics of CSCA specimens. Moreover, the hybrid fiber reinforcement system induces a transition in matrix failure mode from isolated fractures governed by individual fiber types to an integrated 'fiber-whisker-matrix' multiphase interfacial mechanism exhibiting synergistic load transfer and strain compatibility.

     

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