陈学军, 陈李洁, 宋宇, 王贺, 周兴, 李佳明. 2017: Al2O3改良红黏土的力学试验研究. 工程地质学报, 25(s1): 230-234. DOI: 10.13544/j.cnki.jeg.2017.s1.038
    引用本文: 陈学军, 陈李洁, 宋宇, 王贺, 周兴, 李佳明. 2017: Al2O3改良红黏土的力学试验研究. 工程地质学报, 25(s1): 230-234. DOI: 10.13544/j.cnki.jeg.2017.s1.038
    CHEN Xuejun, CHEN Lijie, SONG Yu, WANG He, ZHOU Xing, LI Jiaming. 2017: EXPERIMENTAL STUDY ON IMPROVEMENT OF RED CLAY WITH LIME. JOURNAL OF ENGINEERING GEOLOGY, 25(s1): 230-234. DOI: 10.13544/j.cnki.jeg.2017.s1.038
    Citation: CHEN Xuejun, CHEN Lijie, SONG Yu, WANG He, ZHOU Xing, LI Jiaming. 2017: EXPERIMENTAL STUDY ON IMPROVEMENT OF RED CLAY WITH LIME. JOURNAL OF ENGINEERING GEOLOGY, 25(s1): 230-234. DOI: 10.13544/j.cnki.jeg.2017.s1.038

    Al2O3改良红黏土的力学试验研究

    EXPERIMENTAL STUDY ON IMPROVEMENT OF RED CLAY WITH LIME

    • 摘要: 广西是我国铝业的生产大省,在生产金属铝的时候会产生污染物赤泥,由于赤泥结合的化学碱难以脱除,对地下水污染严重,大量的赤泥堆放,不仅占用了大片的土地,干燥的赤泥还会造成粉尘污染,有效地对赤泥进行回收利用已经成为当前迫在眉睫的任务。本次研究尝试使用作为赤泥主要成分之一的Al2O3的掺入,研究其对红黏土的物理力学性质的影响,本次试验采用掺入率分别为0、1%、2%、3%、4%,5个不同掺入比例Al2O3后的红黏土。对其进行液塑性试验,分析不同掺入率的红黏土的液塑性变化情况。通过击实试验,得出不同掺入率下红黏土的最大干密度、最优含水率。最后对红黏土重塑样进行三轴不固结不排水剪切试验,获得在同一含水率,不同掺入率、不同围压下的应力-应变关系曲线、弹性模量、抗剪强度参数的变化规律。试验结果表明:改良后的红黏土还是具有高液、塑限的特性,其状态为坚硬。随着掺入的Al2O3的量增加,其液限、塑限、塑性指数、含水率、最大干密度都降低;同等Al2O3掺入量的情况下,随着围压的增大抗剪强度增强,在同等围压下,随着Al2O3掺入量的增加抗剪强度呈先降低后增高的状态。

       

      Abstract: Guangxi is a province of aluminum production in China, in the production of aluminum will produce a red mud which would cause pollution. Because the alkaline base of red mud is difficult to remove, groundwater would be polluted. Dumping large amounts of red mud, not only take up large tracts of land, dry red mud can also cause dust pollution. Effectively recycling of red mud has become an urgent task. This study attempts to use aluminium oxide, which is as one of the main components of red mud to mixed with red clay. Researching the physical and mechanical properties of red clay which mix in alumina. This experiment adopts mixed rate respectively of 0, 1%, 2%, and 4%. Using this five mixing ratio of Al2O3. To testing its liquid-plastic limit. Analysis the liquid-plastic limit changes of red clay with different rate of the doped alumina. By compaction test, concluded that the red clay under different mixed rate of maximum dry density and the optimum moisture content. Finally, tri-axial shear test of non-consolidation and non-drainage on the reshape sample of red clay, obtained the variation of the stress-strain curves, elasticity modulus, shear strength parameter in the same moisture content, different mixing rates, under different confining pressures. The experimental results show that the modified red clay with high liquid and plastic limit features, and its status is hard. Along with the addition of aluminum oxide increases, the liquid limit, plastic limit, and plasticity index, moisture content, maximum dry density decreases; with the same alumina mixed quantity of cases, as the confining pressure increases the shear strength increased, under the same confining pressure, with the increase of alumina mixed, shear strength in the low first, then increased.

       

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