粉土基泡沫轻质土的制备及性能研究
Preparation and Performance Study of Foam Light Soil Using Silt Soil as the Base
DOI: 10.12677/hjce.2024.1312256, PDF,   
作者: 范作林*, 刘 勇#, 李银河, 安 宁:山东交通学院交通土建工程学院,山东 济南;张宏博:山东大学齐鲁交通学院,山东 济南
关键词: 粉土基泡沫轻质土制备流动度抗压强度抗折强度微观造价Silt-Based Foam Light Soil Preparation Liquidity Compressive Strength Flexural Strength Microcosmic Manufacturing Cost
摘要: 本研究主要探讨了粉土基泡沫轻质土的制备工艺及其力学性能。通过在泡沫轻质土中掺入不同比例的粉土,分析了其对材料流动性、抗压强度及抗折强度的影响。结果表明,随着粉土掺量的增加,材料的流动性和力学性能呈现出一定的变化趋势。粉土掺量较低(如25%)时,材料性能较为优良,而较高的掺量(如50%)会导致强度显著下降。同时,经济效益分析显示,适量掺加粉土(如25%)能够有效降低材料成本,且能满足工程应用的质量要求。最终,本研究建议在实际工程应用中采用粉土掺量为25%的配合比,以获得较好的性价比和工程性能。
Abstract: In this study, the preparation technology and mechanical properties of silty base foamed light soil were discussed. The effects of different proportions of silt on the fluidity, compressive strength, and flexural strength of foamed light soil were analyzed. The results show that the fluidity and mechanical properties of the material change with the increase in silt content. When the silt content is low (e.g., 25%), the material performance is better, while the higher content (e.g., 50%) will lead to a significant decline in strength. At the same time, the economic benefit analysis shows that the appropriate amount of silt (such as 25%) can effectively reduce the material cost and meet the quality requirements of engineering applications. Finally, this study suggests that the mix ratio of silt content of 25% should be adopted in practical engineering applications to obtain better cost performance and engineering performance.
文章引用:范作林, 刘勇, 张宏博, 李银河, 安宁. 粉土基泡沫轻质土的制备及性能研究[J]. 土木工程, 2024, 13(12): 2328-2337. https://doi.org/10.12677/hjce.2024.1312256

参考文献

[1] 广东冠生土木工程技术有限公司, 深圳市市政工程总公司, 广东冠粤路桥有限公司, 等. CJJT177-2012气泡混合轻质土填筑工程技术规程[S]. 北京: 中国建筑工业出版社, 2012.
[2] Zhang, H., Qi, X., Wan, L., Zuo, Z., Ge, Z., Wu, J., et al. (2020) Properties of Silt-Based Foamed Concrete: A Type of Material for Use in Backfill behind an Abutment. Construction and Building Materials, 261, Article 119966. [Google Scholar] [CrossRef
[3] 高英力, 肖敏强, 关宏信. 气泡混合轻质土及其在公路工程中的应用研究进展[J]. 硅酸盐通报, 2016, 35(8): 2432-2438.
[4] Zhang, H., Zhang, X., Qi, X., Zhang, S., Bi, Y., Wu, J., et al. (2021) Effect of Ambient Temperature on the Properties and Action Mechanism of Silt-Based Foamed Concrete. Construction and Building Materials, 312, Article 125379. [Google Scholar] [CrossRef
[5] 曹越. 泡沫轻质土在高速公路路基施工中的研究与应用[J]. 上海公路, 2024(3): 135-139, 208.
[6] 杭美艳, 杨冉, 矿物掺合料对泡沫混凝土的性能影响[J]. 硅酸盐通报, 2018, 37(4): 1480-1486.
[7] 刘勇, 孙赛炜, 马路, 等. 不同掺合料的气泡混合轻质土性能试验研究[J]. 中外公路, 2018, 38(3): 279-283.
[8] 周志敏. 高强度泡沫混凝土的研究[D]: [硕士学位论文]. 长沙: 湖南大学, 2011.
[9] 马川义, 于婷婷, 张宁, 等. 拜耳赤泥基泡沫轻质土流变特性及其调控方法[J]. 工程科学学报, 2024, 46(10): 1912-1920.
[10] Aretxabaleta, X.M., López-Zorrilla, J., Etxebarria, I. and Manzano, H. (2023) Multi-Step Nucleation Pathway of C-S-H during Cement Hydration from Atomistic Simulations. Nature Communications, 14, Article No. 7979. [Google Scholar] [CrossRef] [PubMed]
[11] Shen, X., Feng, P., Zhang, Q., Lu, J., Liu, X., Ma, Y., et al. (2023) Toward the Formation Mechanism of Synthetic Calcium Silicate Hydrate (C-S-H)-pH and Kinetic Considerations. Cement and Concrete Research, 172, Article 107248. [Google Scholar] [CrossRef
[12] 汪增武, 何玉涛, 周杰. 砂土掺量对泡沫轻质土强度特性的影响研究[J]. 西部交通科技, 2015(8): 25-27, 32.
[13] 中华人民共和国交通运输部. JTGD30-2015公路路基设计规范[S]. 北京: 人民交通出版社, 2015.
[14] 李晨, 韩少龙, 李振玉, 等. 应用于治理桥头跳车的泡沫轻质土性能研究[J]. 土木工程, 2018, 7(2): 287-293.
[15] Song, Y. and Lange, D. (2019) Crushing Performance of Ultra-Lightweight Foam Concrete with Fine Particle Inclusions. Applied Sciences, 9, Article 876. [Google Scholar] [CrossRef
[16] 万立尧. 水泥基粉土气泡混合轻质土力学特性及在路基中的应用层位研究[D]: [硕士学位论文]. 济南: 山东大学, 2019.