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用废纸污泥稳定膨胀性道路路基的体积变化行为比较分析

Comparative analysis of volume change behavior of expansive road subgrades stabilized with waste paper sludge.

作者信息

Tanyildizi Muhammed, Gökalp İslam, Zeybek Abdülhakim, Uz Volkan Emre

机构信息

Research Assistant, Faculty of Engineering and Architecture, Bitlis Eren University, Bitlis, Turkey.

Civil Engineering Department of Science, Graduate Education Institute, Batman University, Batman, 72100, Batman, Turkey.

出版信息

Sci Rep. 2024 Nov 21;14(1):28906. doi: 10.1038/s41598-024-80135-5.

Abstract

Expansive soils have a high tendency for volume change in case of fluctuations in moisture content, potentially causing significant damage to light structures, particularly road pavements. This paper investigates the influence of waste paper sludge ([Formula: see text]) as an alternative sustainable stabilizer on the volume change behavior of expansive road subgrade soils of different origins. For this purpose, [Formula: see text] was added to the expansive soils at ratios of 3%, 6%, 9%, 12%, and 15% by dry weight of the soils. A series of Atterberg's limit, swelling, shrinkage, compaction, and consolidation tests were performed on pure soils and soil specimens with [Formula: see text] to attain a comprehensive understanding of the role that [Formula: see text] plays in the volume change behavior of expansive soils. The experimental test results showed that the addition of [Formula: see text] led to a considerable decrease in the plasticity and swell-shrink potentials of subgrade soils. The consolidation settlement of expansive road subgrades was also reduced to some extent with [Formula: see text]. Moreover, the statistical analysis of the test data indicated a significant relationship among different swelling-shrinkage parameters. The experimental results presented here suggest that the [Formula: see text] may be a cost-effective, environmentally friendly, and sustainable stabilizer to reduce the volume change sensitivity of expansive road subgrade soils.

摘要

膨胀土在含水量波动时具有很高的体积变化倾向,可能会对轻型结构,特别是道路路面造成严重破坏。本文研究了废纸污泥([公式:见原文])作为一种替代性可持续稳定剂对不同来源膨胀性道路路基土体积变化行为的影响。为此,按土干重的3%、6%、9%、12%和15%的比例将[公式:见原文]添加到膨胀土中。对纯土和添加了[公式:见原文]的土样进行了一系列阿太堡界限、膨胀、收缩、压实和固结试验,以全面了解[公式:见原文]在膨胀土体积变化行为中所起的作用。试验结果表明,添加[公式:见原文]导致路基土的塑性和胀缩潜力显著降低。添加[公式:见原文]后,膨胀性道路路基的固结沉降也有一定程度的减小。此外,对试验数据的统计分析表明,不同胀缩参数之间存在显著关系。本文给出的试验结果表明,[公式:见原文]可能是一种经济高效、环境友好且可持续的稳定剂,可降低膨胀性道路路基土的体积变化敏感性。

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