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Integrating lignosulphonate and hydrated lime for the amelioration of expansive soil: A sustainable waste solution

机译:将木质素磺酸盐和水性石灰整合到膨胀土的改善:可持续废物溶液

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A sustainable solution to utilize the paper/wood industry waste as a construction material is presented in this article. A novel technique of coupling lignosulphonate (LS) with hydrated lime (LM) is adopted to mitigate the short comings of lignosulphonate as an expansive soil stabilizer. A detailed experimental study was performed on the proposed composite binary admixture (CBA) to ameliorate the geotechnical properties of expansive soil. The optimum binary admixture (OBA) was determined on the basis of plasticity index. For the better apprehension, and further verification of optimum binary admixture, the performance of lignosulphonate was individually assessed at various percentages (0.4%, 0.875% and 2%) and in combination with different percentages of lime (2.625%, 3.82%, 5%, 6.5% and 9%). Various geotechnical properties, such as plasticity, swelling, shrinkage, strength and hydraulic conductivity were analyzed based on the test results. Stabilization mechanism was assesed by X-ray diffraction (XRD) and scanning electrone microscope (SEM). Results showed that using composite binary admixture as a stabilizer exhibits better amelioration of geotechnical properties of expansive soil than using lignosulphonate alone. Whereas, the optimum value of the composite binary admixture was determined to be 3.5% to adequately stabilize the expansive soil. During the stabilization process, the intrinsic structure of clay mineral was observed to be destructed and resulted in the formation of a more stable structure, owing to the ability of the added admixture to trigger the intermolecular interaction and chemical reaction with the clay minerals. Overall, lignosulphonate addition reduces the lime consumption in expansive soil stabilization and also provides a sustainable solution in curtailing the industrial waste. (C) 2020 Elsevier Ltd. All rights reserved.
机译:本文提出了一种可持续的解决方案,以利用纸/木工业废物作为建筑材料。采用一种用水化石灰(LM)偶联木硫酸硫酸盐(LS)的新技术,以减轻木质素硫酸盐作为膨胀土壤稳定剂的短暂转化。对所提出的复合二元混合物(CBA)进行详细的实验研究,以改善膨胀土的岩土性质。基于可塑性指数确定最佳二元加混合物(OBA)。为了更好地逮捕,进一步验证最佳二进制混合物,木质素磺酸盐的性能以各种百分比(0.4%,0.875%和2%)单独评估(0.4%,0.875%和2%),并结合不同百分比的石灰(2.625%,3.82%,5% ,6.5%和9%)。根据测试结果分析各种岩土性性质,例如可塑性,肿胀,收缩,强度和液压导电性。通过X射线衍射(XRD)和扫描电动显微镜(SEM)来分配稳定化机制。结果表明,使用作为稳定剂的复合二元加混合物表现出膨胀土的岩土性特性的改善,而不是单独使用木质素磺酸盐。然而,将复合二元加混合物的最佳值确定为3.5%,以充分稳定膨胀土。在稳定过程中,观察到粘土矿物的内在结构被破坏并导致形成更稳定的结构,由于添加混合物与粘土矿物的分子间相互作用和化学反应引发分子间相互作用和化学反应的能力,形成更稳定的结构。总体而言,木质素磺酸盐添加降低了膨胀土壤稳定中的石灰消耗,并提供了缩减工业废物的可持续解决方案。 (c)2020 elestvier有限公司保留所有权利。

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