Performance Evaluation and Microstructural Assessment of Industrial Solid Waste as Sustainable Additives for Expansive Soil
文献类型：期刊论文
| 作者 | Nadeem, Muhammad1,2; Ullah, Sami3; Khan, Mohammad Arsalan4,5; Chen, Shanxiong1,2; Alkahtani, Meshel Q.6; Mursaleen, Mohammad7; Salih, Rania8; Ali, Dildar3; Jian, Li1,2; Ahmad, Jamal5 |
| 刊名 | ADVANCES IN CIVIL ENGINEERING
 |
| 出版日期 | 2024-08-22 |
| 卷号 | 2024页码:19 |
| ISSN号 | 1687-8086 |
| DOI | 10.1155/2024/2397249 |
| 英文摘要 | Expansive soils pose significant challenges in civil engineering due to their susceptibility to volumetric changes, leading to structural instability and damage in infrastructure. This study evaluates the performance and microstructural characteristics of industrial solid waste materials (Class F-fly ash and ground granulated blast-furnace slag) as additives for stabilizing expansive soils. Tests, including moisture density, unconfined compressive strength, Atterberg limits, compressibility index (Cc), cation exchange capacity, direct shear test, and California bearing ratio, were conducted on the treated expansive soil. Scanning electron microscopy and energy dispersive X-ray spectroscopy (EDX) were used to analyze the changes in the soil matrix due to the incorporation of the waste materials. The results demonstrate improved engineering properties of expansive soil treated with these additives. The analysis confirms enhancements in particle arrangement, reduced porosity/pore sizes, and improved bonding between soil particles, indicating the formation of calcium silicate hydrate and calcium aluminate hydrate. This research suggests that these waste materials can be eco-friendly and cost-effective alternatives for stabilizing expansive soils in construction projects. |
| 资助项目 | King Khalid University[RGP.2/253/45] ; Deanship of Research and Graduate Studies at King Khalid University |
| WOS研究方向 | Construction & Building Technology ; Engineering |
| 语种 | 英语 |
| WOS记录号 | WOS:001303366900001 |
| 出版者 | WILEY |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/42402]  |
| 专题 | 中科院武汉岩土力学所 |
| 通讯作者 | Khan, Mohammad Arsalan; Salih, Rania |
| 作者单位 | 1.Chinese Acad Sci, State Key Lab Geomech & Geotech Engn, Inst Rock & Soil Mech, Wuhan 430071, Peoples R China 2.Univ Chinese Acad Sci, Beijing 100049, Peoples R China 3.Khwaja Fareed Univ Engn & Informat Technol, Dept Civil Engn, Rahim Yar Khan 64200, Pakistan 4.Univ Kiel, Geomech & Geotech Grp, D-24118 Kiel, Germany 5.Aligarh Muslim Univ, Zakir Husain Coll Engn & Technol, Dept Civil Engn, Aligarh 202001, India 6.King Khalid Univ, Coll Engn, Civil Engn Dept, Abha 61421, Saudi Arabia 7.China Med Univ Taiwan, China Med Univ Hosp, Taichung 40402, Taiwan 8.Red Sea Univ, Dept Civil Engn, Port Sudan, Sudan |
| 推荐引用方式 GB/T 7714 | Nadeem, Muhammad,Ullah, Sami,Khan, Mohammad Arsalan,et al. Performance Evaluation and Microstructural Assessment of Industrial Solid Waste as Sustainable Additives for Expansive Soil[J]. ADVANCES IN CIVIL ENGINEERING,2024,2024:19. |
| APA | Nadeem, Muhammad.,Ullah, Sami.,Khan, Mohammad Arsalan.,Chen, Shanxiong.,Alkahtani, Meshel Q..,...&Islam, Saiful.(2024).Performance Evaluation and Microstructural Assessment of Industrial Solid Waste as Sustainable Additives for Expansive Soil.ADVANCES IN CIVIL ENGINEERING,2024,19. |
| MLA | Nadeem, Muhammad,et al."Performance Evaluation and Microstructural Assessment of Industrial Solid Waste as Sustainable Additives for Expansive Soil".ADVANCES IN CIVIL ENGINEERING 2024(2024):19. |
入库方式： OAI收割
来源：武汉岩土力学研究所
浏览0
下载0
收藏0
其他版本
除非特别说明，本系统中所有内容都受版权保护，并保留所有权利。