调查无纺土工织物在土壤稳定中的应用

IF 1.827 Q2 Earth and Planetary Sciences
Massedou Dienta, Baki Bağriaçik
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引用次数: 0

摘要

如今,人们正在寻求新的土壤稳定技术,以降低公路和高速公路的建设成本,从而延长其使用寿命。土工合成材料,特别是土工织物的使用就是其中的一种。本文特别关注无纺土工织物的应用。之所以选择无纺土工织物,是因为它们具有值得称道的机械和物理特性,以及在加固和提高基土承载能力方面的巨大潜力。为了进行这项调查,我们对两种不同类型的土壤进行了取样:一种来自马里巴马科的米萨布古区,另一种来自土耳其阿达纳的萨里卡姆区。进行了严格的先进实验室测试,包括粒度分析、阿特伯格极限、含水量、比重、压实试验和加州承载比试验。在未浸水条件下,共进行了 48 次 CBR 试验,包括使用和不使用无纺土工织物。土工合成材料被有策略地放置在 CBR 模(H/5、2H/5、3H/5、4H/5)中的不同深度,有单层和多层,每个样本都进行了三次压实。研究结果表明,米萨布古和萨里卡姆试样的土样强度明显提高,尤其是在 H/5 处的 100% 压实度。由于使用了土工织物,米萨布古土壤的 CBR 值从 12 显著提高到 76。同样,萨里卡姆土壤的 CBR 值也从 45 提高到 75。研究结果表明,加固元素的直接作用使被分析土壤的 CBR 值得到了显著提高。本研究强调了无纺土工织物的益处,为追求经济高效的土壤稳定技术做出了贡献。战略性地使用这些材料可以提高土壤强度,强调其在公路和道路建设中的潜在应用,从而使基础设施更加持久耐用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Investigation into the use of non-woven geotextiles in soil stabilization

Investigation into the use of non-woven geotextiles in soil stabilization

Nowadays new soil stabilization techniques are being sought to reduce the cost of road and highway construction, and therefore increase their lifetime. One of such techniques is the utilization of geosynthetic materials, particularly geotextiles. This paper specifically focuses on the application of non-woven geotextiles. Their selection is underpinned by their commendable mechanical and physical attributes, as well as their substantial potential for reinforcing and bolstering the bearing capacity of subsoils. In the pursuit of this investigation, two distinct soil types were sampled: one from the Missabougou district in Bamako, Mali, and the other from the Sariçam district in Adana, Turkey. Rigorous advanced laboratory tests, including particle size analysis, Atterberg limits, moisture content, specific gravity, compaction test, and California bearing ratio test were conducted. A total of 48 CBR experiments were carried out under unsoaked conditions, both with and without non-woven geotextiles. The geosynthetic materials were strategically placed at various depths within the CBR mold (H/5, 2H/5, 3H/5, 4H/5) in both single and multiple layers, with three compaction efforts applied to each sample. The findings revealed a significant enhancement in soil sample strength, particularly 100% compaction at H/5 for both Missabougou and Sariçam specimens. The CBR values for Missabougou soil were notably elevated from 12 to 76 with the presence of the geotextile. Similarly, the CBR outcome of Sariçam soil exhibited improvement from 45 to 75. The investigational results underscored a robust improvement in CBR values for the analyzed subsoils as a direct consequence of the effect of the reinforcement elements. The present study contributes to the pursuit of cost-effective soil stabilization techniques by highlighting the benefits of non-woven geotextiles. Using these materials strategically improves soil strength, emphasizing their potential application in highway and road construction, thus resulting in a longer lasting and more durable infrastructure.

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来源期刊
Arabian Journal of Geosciences
Arabian Journal of Geosciences GEOSCIENCES, MULTIDISCIPLINARY-
自引率
0.00%
发文量
1587
审稿时长
6.7 months
期刊介绍: The Arabian Journal of Geosciences is the official journal of the Saudi Society for Geosciences and publishes peer-reviewed original and review articles on the entire range of Earth Science themes, focused on, but not limited to, those that have regional significance to the Middle East and the Euro-Mediterranean Zone. Key topics therefore include; geology, hydrogeology, earth system science, petroleum sciences, geophysics, seismology and crustal structures, tectonics, sedimentology, palaeontology, metamorphic and igneous petrology, natural hazards, environmental sciences and sustainable development, geoarchaeology, geomorphology, paleo-environment studies, oceanography, atmospheric sciences, GIS and remote sensing, geodesy, mineralogy, volcanology, geochemistry and metallogenesis.
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