生物聚合物在粘土稳定中的应用

Idoui Imane, Rehab Bekkouche Souhila, Benzaid Riad, Berdi Inas
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引用次数: 3

摘要

摘要:土壤的处理和稳定使建筑工地上的材料回收成为可能,为最终覆盖层的安装或道路网络的建设做准备。在道路岩土工程中,石灰、水泥和火山灰等各种材料被用作稳定粘土的添加剂。近年来,生物聚合物和细菌在稳定和改善粘土的物理力学和化学特性方面越来越受到研究人员的关注。目前,为了取代传统的粘土处理技术和尽量减少环境问题,天然纤维废物正被越来越多和引人注目地使用。已经有一些关于生物技术工程应用的研究,例如利用植被、藻类、细菌、酶和生物聚合物。阿尔及利亚北部地区的城市组织没有停止扩张,在麦秸方面含有巨大的潜力,这是一种非常存在的农业废物。因此,几个已知的小麦产区的可持续发展关系到当地的利益。本研究旨在探讨麦秸对膨胀粘土的稳定作用。为了改善粘土的物理力学特性,通过大量的分析(如XRD和XRF),对具有确定初始特性的重构粘土进行了一系列室内试验(Atterberg极限试验、Proctor试验、直剪试验、Oedometer试验和无信抗压强度试验),然后用不同的蔬菜纤维含量进行处理。结果表明:随着麦秸添加量的增加,处理后土壤的压缩性特性得到改善,膨胀指数和压缩性指数均显著降低;
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Use of Biopolymers in the Stabilization of Clay Soils
Abstract The treatment and stabilization of soils make it possible to recycle materials on construction sites in preparation for the installation of a final covering or the construction of a road network. In road geotechnics, various materials such as lime, cement, and pozzolans were used as additions to stabilize clay soils. In recent years, bio-polymers and bacteria are of increasing interest to researchers in the field of stabilization and improvement of the physico-mechanical and chemical characteristics of clay soils. Currently, in place of traditional clay treatment techniques and to minimize environmental problems, natural fibrous waste is being used increasingly and spectacularly. Several studies on biotechnological engineering applications already exist, such as the use of vegetation, algae, bacteria, enzymes, and biopolymers. The northern Algerian region where the urban tissue does not stop expanding contains significant potential in terms of wheat straw, which represents a very present agricultural waste. So, there is a local interest in the sustainable development of several regions known to produce wheat. This study is interested in investigating the effect of wheat straw on the stabilization of swelling clay soil. In order to improve the physico-mechanical characteristics of clay soils, a series of laboratory tests (Atterberg limit, Proctor test, direct shear test, Oedometer test, and unconfident compressive strength test) were carried out on reconstituted clay soil with defined initial properties through numerous analyses (e.g., XRD and XRF) and then treated with different vegetable fiber content. The results indicate that there is an improvement in the compressibility characteristics of the treated soil, a remarkable decrease in the swelling index and the compressibility index respectively with increasing percentages of wheat straw.
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