冯波, 刘长武, 谢辉, 孙位, 刁兆丰. 粉煤灰改性高水材料力学性能试验研究及机理分析[J]. 工程科学学报, 2018, 40(10): 1187-1195. DOI: 10.13374/j.issn2095-9389.2018.10.005
引用本文: 冯波, 刘长武, 谢辉, 孙位, 刁兆丰. 粉煤灰改性高水材料力学性能试验研究及机理分析[J]. 工程科学学报, 2018, 40(10): 1187-1195. DOI: 10.13374/j.issn2095-9389.2018.10.005
FENG Bo, LIU Chang-wu, XIE Hui, SUN Wei, DIAO Zhao-feng. Experimental study and analysis of the mechanical properties of high-water-content materials modified with fly ash[J]. Chinese Journal of Engineering, 2018, 40(10): 1187-1195. DOI: 10.13374/j.issn2095-9389.2018.10.005
Citation: FENG Bo, LIU Chang-wu, XIE Hui, SUN Wei, DIAO Zhao-feng. Experimental study and analysis of the mechanical properties of high-water-content materials modified with fly ash[J]. Chinese Journal of Engineering, 2018, 40(10): 1187-1195. DOI: 10.13374/j.issn2095-9389.2018.10.005

粉煤灰改性高水材料力学性能试验研究及机理分析

Experimental study and analysis of the mechanical properties of high-water-content materials modified with fly ash

  • 摘要: 为解决矿山高水充填材料成本较高、粉煤灰等工业废料大量剩余造成资源浪费、环境污染等问题,借助微机控制电子万能试验机(ETM)力学试验系统、扫描电镜扫描装置和X射线衍射分析仪,研究粉煤灰掺量对高水材料物理力学性能的影响规律,并通过物相和微观结构分析探讨其影响机理.结果表明:随着粉煤灰掺量的增加,高水材料的凝结时间逐渐延长,含水率逐渐降低,容重基本不变;掺杂粉煤灰前后高水材料均是一种弹塑性材料,其变形破坏过程可以分为孔隙压密阶段、弹性阶段、屈服阶段和破坏阶段;高水材料的峰值强度、弹性模量和变形模量均随粉煤灰掺量的增加略有降低,残余强度却有所提高;综合考虑高水材料的强度、模量和成本,粉煤灰掺量a为15%是最优掺量,此时峰值强度、弹性模量和变形模量仅分别降低了25%、8.6%和10%,残余强度却提高了50%.物相和微观形貌分析结果表明:粉煤灰的掺量影响了β-C2S的水化进程,导致钙矾石生成量减少,其他水化产物生成量增多,进而破坏了钙矾石结构的整体性和均匀性,最终降低了高水材料的抗压强度.

     

    Abstract: High-water-content materials are a new type of inorganic cementitious material. They have been widely used in the mining of underground mined-out areas in recent years. However, the higher filling cost has always been the key limiting factor in their further development and application. Meanwhile, large volumes of industrial waste, such as fly ash, has become a serious environmental problem as well as a wasted resource, at a time when the rational repurposing of industrial waste is of great significance to the developed world. To solve the problems of the high cost of mine-filling material, the wasting of a useful resource, and the environmental pollution caused by large surpluses of industrial waste like fly ash, the physical and mechanical properties, microstructure, and chemical components of high-water-content materials of varying fly ash content were studied. An engineering test model (ETM) mechanics test system, scanning electron microscopy (SEM) scanning device, X-ray diffraction (XRD) diffraction analyzer, and a fly ash modification mechanism were discussed based on the microscopic and phase analysis results. The test results show that:(1) with increasing fly ash content, the setting time of high-water-content materials gradually increases, water content decreases, and bulk remained relatively unchangs; (2) high-water-content materials, with or without fly ash, are elastoplastic materials, and their deformation and failure progress could be divided into pore compaction stage, elastic stage, yield stage, and failure stage; (3) the peak strength, elastic modulus, and deformation modulus of high-water-content materials are reduced with increasing fly ash content, although residual strength is improved; and (4) the most reasonable dosage of fly ash is 15% when strength, modulus and cost are considered. Peak intensity, elastic modulus, and deformation modulus of high-water-content material are reduced by only 25%, 8.6% and 10% at this fly ash dosage, respectively, and the residual strength increased by 50%. Phase and morphology analyses show that the amount of fly ash affects the hydration progress of β-C2S, resulting in reduction of ettringite and an increase in other hydration products. Thus, the homogeneity and integrity of the structure of ettringite are destroyed at different levels, leading, eventually, to a reduction in the compressive strength of high-water-content materials.

     

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