张胜杰, 王鸥, 王天亮, 等. 2023. 黄原胶及瓜尔胶改良尾矿砂强度特性及微观机制[J]. 工程地质学报, 31(2): 441-448. doi: 10.13544/j.cnki.jeg.2022-0333.
    引用本文: 张胜杰, 王鸥, 王天亮, 等. 2023. 黄原胶及瓜尔胶改良尾矿砂强度特性及微观机制[J]. 工程地质学报, 31(2): 441-448. doi: 10.13544/j.cnki.jeg.2022-0333.
    Zhang Shengjie, Wang Ou, Wang Tianliang, et al. 2023. Strength improvement and microscopic mechanisms of tailings sands using xanthan gum and guar gum[J]. Journal of Engineering Geology, 31(2): 441-448. doi: 10.13544/j.cnki.jeg.2022-0333.
    Citation: Zhang Shengjie, Wang Ou, Wang Tianliang, et al. 2023. Strength improvement and microscopic mechanisms of tailings sands using xanthan gum and guar gum[J]. Journal of Engineering Geology, 31(2): 441-448. doi: 10.13544/j.cnki.jeg.2022-0333.

    黄原胶及瓜尔胶改良尾矿砂强度特性及微观机制

    STRENGTH IMPROVEMENT AND MICROSCOPIC MECHANISMS OF TAILINGS SANDS USING XANTHAN GUM AND GUAR GUM

    • 摘要: 为探究黄原胶及瓜尔胶对尾矿砂的改良效果及加固机理,通过无侧限抗压强度、扫描电镜及工业CT扫描试验研究不同含量的水溶性植物胶对尾矿砂的强度提升及其作用机理。试验结果表明:与未处理的尾矿砂相比,黄原胶与瓜尔胶的最优配比均为1%,抗压强度随养护龄期的增长而增长,28 d时黄原胶及瓜尔胶改良土的强度分别提升了266.84%和262.33%。微观试验表明:随着养护龄期的增长,土体中胶体演变发展形态为“小粒状-胶结状-包裹状”,内部裂缝及孔隙逐渐减少,尾矿砂的孔隙率为14.55%,而28 d黄原胶及瓜尔胶孔隙率分别为3.08%和3.26%。分析得到胶体聚合物的最优配合比、养护龄期对土体抗压强度、微观表面结构及内部裂缝孔隙的影响关系。

       

      Abstract: This paper explores the improving effect and strengthening mechanism of xanthan gum and guar gum on tailing sand. It examines the interaction between different water-soluble plant gums and tailing sand by unconfined compressive strength,scanning electron microscopy and industrial CT scanning tests. The test results show that the optimal ratio of xanthan gum and guar gum to soil is 1%,and the compressive strength increased with the increase of the curing age. After 28 days and compared to untreated tailing sand,the strengths of xanthan gum and guar gum-improved soils increased by 266.84% and 262.33%,respectively. The microscopic tests show that as the curing age grows,colloids in the soil change into "small cemented and wrapped granular particles",and the internal cracks and pores gradually decrease. The porosity of tailing sand is 14.55% while the porosities of 28 d xanthan gum and guar gum soils are 3.08% and 3.26%,respectively. Moreover,the influence of the colloid-polymer optimal mixture ratio and curing age on the compressive strength,microstructures,and internal fracture pores of soil are obtained and presented.

       

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