首页|基于固废制备人造石颗粒材料耐久性试验

基于固废制备人造石颗粒材料耐久性试验

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以玄武岩石粉、电石渣、脱硫石膏固体废弃物为原料,利用水热固化技术,制备玄武岩石粉人造石颗粒材料,探讨基于固废制备玄武岩石粉人造石颗粒材料的耐久性.通过开展耐水、耐酸和冻融循环试验,结合SEM微观表征,以质量损失率和强度损失率为评价指标,对人造石颗粒材料在不同原料钙硅比(Ca/Si)条件下的耐久性进行分析.试验结果表明:人造石颗粒材料整体耐水性能良好,增大原料Ca/Si,有利于提高人造石颗粒材料的耐水性,当Ca/Si达到1.0时,其软化系数可达0.894;酸蚀可导致人造石颗粒材料质量损失与强度损失,增大原料Ca/Si可提高人造石颗粒材料的耐酸腐蚀性能;冻融循环会使人造石颗粒材料内部会产生裂隙,从而导致其强度下降,当Ca/Si为0.9和1.0时,人造石颗粒材料强度损失率最小,仅为18.7%,其抗冻融性能相对最佳.
DURABILITY TESTS OF ARTIFICIAL STONE GRANULAR MATERIALS BASED ON SOLID WASTE
Using hydrothermal curing technology,basalt powder,calcium carbide slag,and desulfurization gypsum were employed as raw materials to prepare artificial stone granular materials.To investigate the durability of these materials made from solid waste,tests were conducted on water resistance,acid resistance,and freeze-thaw cycles under different calcium-to-silicon ratio(Ca/Si)conditions of the raw materials.Additionally,SEM microscopic characterization was employed to analyze the durability.The study utilized mass loss rate and strength loss rate as indicators to evaluate the durability of artificial stone granular materials.Test results indicate that the overall water resistance of the artificial stone granular material is good.Increasing the Ca/Si ratio of raw materials is beneficial for improving the water resistance of the artificial stone granular materials.When Ca/Si reaches 1.0,the softening coef-ficient can reach 0.894.Acid corrosion can result in mass loss and strength reduction of the artificial stone granular materials.Increasing the Ca/Si ratio of raw materials enhances the acid corrosion resistance of the artificial stone granular materials.Freeze-thaw cycles can induce cracks in the artificial stone granular material,leading to a reduc-tion in compressive strength.When Ca/Si is 0.9 and 1.0,the artificial stone granular material exhibits the lowest strength loss rate of 18.7%,indicating relatively optimal resistance to freeze-thaw cycles.

Basalt powderArtificial stone granular materialsUnconfined compressive strengthDurability

孔纲强、洪寅哲、虞杨、陈庚、陈永辉

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河海大学,岩土力学与堤坝工程教育部重点试验室,南京 210024,中国

玄武岩石粉 人造石颗粒材料 无侧限抗压强度 耐久性

国家自然科学基金项目

52178327

2024

工程地质学报
中国科学院地质与地球物理研究所

工程地质学报

CSTPCD北大核心
影响因子:1.215
ISSN:1004-9665
年,卷(期):2024.32(2)
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