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不同污泥含量边坡的生长特性及力学性能。

Growth characteristics of and mechanical properties of slope with different sludge contents.

机构信息

Innovation Demonstration Base of Ecological Environment Geotechnical and Ecological Restoration of Rivers and Lakes, Hubei University of Technology, Wuhan, People's Republic of China.

出版信息

Environ Technol. 2023 Dec;44(28):4284-4295. doi: 10.1080/09593330.2022.2090861. Epub 2022 Jun 24.

DOI:10.1080/09593330.2022.2090861
PMID:35703442
Abstract

The utilization of dredged sludge can reduce environmental pollution and save land resources. To explore using sludge resources in ecological slope-protection projects, dredged sludge was incorporated into ecological slope-protection soil. was planted to analyze the effect of sludge content on its growth. Direct-shear tests on the slope-protection soil with and without were conducted to elaborate on the effect of sludge content, water content, and roots on the mechanical properties of the sludge-clay mixture. When the sludge content was <50%, growth improved with the sludge content increase, but at >50%, the sludge content's effect was meagre. As the sludge content increased, the cohesion and internal friction angle of the sludge-clay mixture without roots decreased, lowering the shear strength. The soil's cohesive force and internal friction angle follows the sequence: natural state with roots > natural state without roots > saturated state with roots > saturated state without roots. The cohesion and shear strength of the sludge-clay mixture with roots increased at first before decreasing with an increase in sludge content, optimized at 50% sludge content. Here, the ecological slope stability was the best, meaning that the optimum sludge proportion was 50%.

摘要

利用疏浚淤泥可以减少环境污染和节约土地资源。为了探索在生态边坡防护工程中利用污泥资源,将疏浚淤泥掺入生态边坡防护土中。种植了以分析污泥含量对其生长的影响。对有无 的边坡防护土进行直剪试验,详细阐述了污泥含量、含水量和根系对污泥-粘土混合物力学性能的影响。当污泥含量<50%时,随着污泥含量的增加, 的生长得到改善,但>50%时,污泥含量的影响微不足道。随着污泥含量的增加,无根污泥-粘土混合物的内聚力和内摩擦角减小,剪切强度降低。土壤的粘聚力和内摩擦角依次为:有根自然状态>无根自然状态>有根饱和状态>无根饱和状态。有根污泥-粘土混合物的内聚力和抗剪强度先增加后减少,随着污泥含量的增加而减少,在污泥含量为 50%时达到最优。此时,生态边坡稳定性最佳,即最佳污泥比例为 50%。

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