Role of Multiwalled Carbon Nanotube in the Improvement of Compaction and Strength Characteristics of Fly Ash Stabilized Soil
Author:
Publisher
Springer Science and Business Media LLC
Subject
Mechanics of Materials,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s42947-023-00274-2.pdf
Reference26 articles.
1. Farooq, K., Khalid, U., & Mujtaba, H. (2016). Prediction of compaction characteristics of fine-grained soils using consistency limits. Arabian Journal for Science and Engineering, 41, 1319–1328. https://doi.org/10.1007/s13369-015-1918-0
2. Spagnoli, G., & Shimobe, S. (2020). An overview on the compaction characteristics of soils by laboratory tests. Engineering Geology, 278, 105830. https://doi.org/10.1016/j.enggeo.2020.105830
3. Correlation of maximum dry density and grain size. Technical note. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts (1983). 20:A34. https://doi.org/10.1016/0148-9062(83)90345-5
4. Alsharef, J. M. A., Taha, M. R., Firoozi, A. A., & Govindasamy, P. (2016). Potential of using nanocarbons to stabilize weak soils. Applied and Environmental Soil Science. https://doi.org/10.1155/2016/5060531
5. Ghasabkolaei, N., JanalizadehChoobbasti, A., Roshan, N., & Ghasemi, S. E. (2017). Geotechnical properties of the soils modified with nanomaterials: A comprehensive review. Archives of Civil and Mechanical Engineering, 17, 639–650. https://doi.org/10.1016/J.ACME.2017.01.010
Cited by 6 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Geotechnical characteristics of fine-grained soil with wood ash;Cleaner Engineering and Technology;2024-02
2. Random forest, CART, and MLR-based predictive model for unconfined compressive strength of cement reinforced clayey soil: a comparative analysis;Asian Journal of Civil Engineering;2023-10-25
3. Advanced regression models for assessing the strength of multi-walled carbon nanotube-modified high-volume fly ash concrete;Asian Journal of Civil Engineering;2023-10-24
4. Prediction of unconfined compressive strength of cement–lime stabilized soil using artificial neural network;Asian Journal of Civil Engineering;2023-10-20
5. Enhancing the Mechanical and Microstructural Properties of Expansive Soils using Industrial Waste, Nano-material and Polypropylene Fibers: A Comparative Study;International Journal of Geosynthetics and Ground Engineering;2023-08
1.学者识别学者识别
2.学术分析学术分析
3.人才评估人才评估
"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370
www.globalauthorid.com
TOP
Copyright © 2019-2024 北京同舟云网络信息技术有限公司 京公网安备11010802033243号 京ICP备18003416号-3