Suppr超能文献

添加生石灰与塑料废料及棕榈纤维的二元和三元组合对细砂加州承载比的影响。

The impact of adding dual and triple combinations of quicklime and plastic wastes and palm fibers on the California bearing ratio of fine sand.

作者信息

Elbosraty Ahmed H, Bahr Mohamed A, Ebid Ahmed M

机构信息

Department of Civil Engineering, Al-Azhar University in Egypt, Cairo, Egypt.

Department of Structural Engineering and Construction Management, Future University in Egypt, New Cairo, Egypt.

出版信息

Sci Rep. 2025 Jul 8;15(1):24567. doi: 10.1038/s41598-025-09647-y.

Abstract

Fine sand, widely distributed across arid and semi-arid regions, presents challenges due to its low bearing capacity and susceptibility to deformation. This study investigates the enhancement of the California Bearing Ratio (CBR) value of fine sand through the incorporation of palm fibers, plastic waste, and quicklime. This study investigates the enhancement of the CBR of fine sand using palm fibers, plastic waste, and quicklime. Through two experimental phases, optimal dosages were determined as 5.0% quicklime, 0.75% plastic waste, and 1.0% palm fiber. Single additive treatments yielded CBR improvements of 195%, 125%, and 275%, respectively. Combinations revealed that mixing quicklime with palm fibers decreased enhancement efficiency due to chemical incompatibility. Notably, palm fiber-plastic waste mixtures proved more sustainable. This research offers a cost-effective, eco-friendly solution for improving subgrade conditions with clear quantitative outcomes. The findings underscore the potential of recycling plastic waste by mixing with palm fibers for sustainable improvement of fine sand properties. By reducing plastic pollution and encouraging circular resource usage, the combination of natural palm fibers and recovered plastic waste enhances soil performance and promotes environmental sustainability. Furthermore, this approach is more affordable than traditional soil stabilizing methods, especially in areas where local resources are easily accessible.

摘要

细砂广泛分布于干旱和半干旱地区,因其承载能力低和易变形而带来挑战。本研究调查了通过添加棕榈纤维、塑料废料和生石灰来提高细砂的加州承载比(CBR)值。本研究调查了使用棕榈纤维、塑料废料和生石灰提高细砂CBR的情况。通过两个实验阶段,确定最佳剂量为5.0%生石灰、0.75%塑料废料和1.0%棕榈纤维。单一添加剂处理分别使CBR提高了195%、125%和275%。组合试验表明,由于化学不相容性,生石灰与棕榈纤维混合会降低增强效率。值得注意的是,棕榈纤维-塑料废料混合物被证明更具可持续性。本研究提供了一种经济高效、环保的解决方案,用于改善路基条件,并得出了明确的定量结果。研究结果强调了通过与棕榈纤维混合来回收塑料废料以可持续改善细砂性能的潜力。通过减少塑料污染并鼓励循环资源利用,天然棕榈纤维和回收塑料废料的组合提高了土壤性能并促进了环境可持续性。此外,这种方法比传统的土壤稳定方法更经济实惠,尤其是在当地资源容易获取的地区。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/d2da/12238606/f5796fcbf366/41598_2025_9647_Fig1_HTML.jpg

文献AI研究员

20分钟写一篇综述,助力文献阅读效率提升50倍。

立即体验

用中文搜PubMed

大模型驱动的PubMed中文搜索引擎

马上搜索

文档翻译

学术文献翻译模型,支持多种主流文档格式。

立即体验