YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Materials in Civil Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Materials in Civil Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Strength, Durability, Corrosion Resistance, and Microstructure of Cemented Soil Incorporating Nano-MgO under Static and Cyclic Loading: A Laboratory Study

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 004::page 04025025-1
    Author:
    Qingsheng Chen
    ,
    Zhilin Xiong
    ,
    Gaoliang Tao
    ,
    Zhihao Tian
    ,
    Sanjay Nimbalkar
    DOI: 10.1061/JMCEE7.MTENG-18603
    Publisher: American Society of Civil Engineers
    Abstract: Coastal regions often face challenges with the degradation of cementitious foundations that have endured prolonged exposure to corrosive ions and cyclic loading induced by environmental factors, such as typhoons, vehicular traffic vibrations, and the impact of waves. To address these issues, this study focused on incorporating Nano-magnesium oxide (Nano-MgO) into cemented soils to investigate its potential impact on the strength, durability, corrosion resistance, and corresponding microstructural evolution of cemented soils. Initially, unconfined compressive strength tests (UCS) were conducted on Nano-MgO-modified cemented soils subjected to different curing periods in freshwater and seawater environments. The findings revealed that the addition of 3% Nano-MgO effectively increased the compressive strength and corrosion resistance of the cemented soils. Subsequent dynamic cyclic loading tests demonstrated that Nano-modified cemented soils exhibited reduced energy loss (smaller hysteresis loop curve area) under cyclic loading, along with a significant improvement in the damping ratio and dynamic elastic modulus. Furthermore, employing an array of microscopic analyses, including nuclear magnetic resonance (NMR), X-ray diffraction (XRD), and scanning electron microscopy (SEM), revealed that the hydration byproducts of Nano-MgO, specifically Mg(OH)2 and magnesium silicate hydrates, demonstrated effective pore space occupation and enhanced interparticle bonding. This augmentation markedly heightened the corrosion resistance and durability of the cemented soil. Soft soils in coastal environments typically require deep cement mixing (DCM) to meet infrastructure demands. However, excessive cement usage leads to increased costs, environmental pollution, and maintenance difficulties. Given prolonged cyclic loading and seawater corrosion, the durability and strength of cemented-soil can be significantly compromised. This study investigates the effectiveness of combining Nano-magnesium oxide (Nano-MgO) with cement for soil improvement in freshwater and seawater. The results indicate that Nano-MgO effectively promotes early hydration of cement and reduces the porosity of cemented-soil, thereby enhancing its resistance to seawater corrosion and compressive strength. Furthermore, Nano-MgO significantly improves the dynamic properties of cemented-soil, reducing energy loss under cyclic loading. This enhancement extends the service life and lowers the maintenance costs of infrastructure. The technique shows promising applications in coastal road construction, foundation treatment, and antiseepage engineering, offering an efficient and environmentally friendly solution for geotechnical engineering.
    • Download: (4.858Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Strength, Durability, Corrosion Resistance, and Microstructure of Cemented Soil Incorporating Nano-MgO under Static and Cyclic Loading: A Laboratory Study

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4303966
    Collections
    • Journal of Materials in Civil Engineering

    Show full item record

    contributor authorQingsheng Chen
    contributor authorZhilin Xiong
    contributor authorGaoliang Tao
    contributor authorZhihao Tian
    contributor authorSanjay Nimbalkar
    date accessioned2025-04-20T10:05:28Z
    date available2025-04-20T10:05:28Z
    date copyright1/17/2025 12:00:00 AM
    date issued2025
    identifier otherJMCEE7.MTENG-18603.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4303966
    description abstractCoastal regions often face challenges with the degradation of cementitious foundations that have endured prolonged exposure to corrosive ions and cyclic loading induced by environmental factors, such as typhoons, vehicular traffic vibrations, and the impact of waves. To address these issues, this study focused on incorporating Nano-magnesium oxide (Nano-MgO) into cemented soils to investigate its potential impact on the strength, durability, corrosion resistance, and corresponding microstructural evolution of cemented soils. Initially, unconfined compressive strength tests (UCS) were conducted on Nano-MgO-modified cemented soils subjected to different curing periods in freshwater and seawater environments. The findings revealed that the addition of 3% Nano-MgO effectively increased the compressive strength and corrosion resistance of the cemented soils. Subsequent dynamic cyclic loading tests demonstrated that Nano-modified cemented soils exhibited reduced energy loss (smaller hysteresis loop curve area) under cyclic loading, along with a significant improvement in the damping ratio and dynamic elastic modulus. Furthermore, employing an array of microscopic analyses, including nuclear magnetic resonance (NMR), X-ray diffraction (XRD), and scanning electron microscopy (SEM), revealed that the hydration byproducts of Nano-MgO, specifically Mg(OH)2 and magnesium silicate hydrates, demonstrated effective pore space occupation and enhanced interparticle bonding. This augmentation markedly heightened the corrosion resistance and durability of the cemented soil. Soft soils in coastal environments typically require deep cement mixing (DCM) to meet infrastructure demands. However, excessive cement usage leads to increased costs, environmental pollution, and maintenance difficulties. Given prolonged cyclic loading and seawater corrosion, the durability and strength of cemented-soil can be significantly compromised. This study investigates the effectiveness of combining Nano-magnesium oxide (Nano-MgO) with cement for soil improvement in freshwater and seawater. The results indicate that Nano-MgO effectively promotes early hydration of cement and reduces the porosity of cemented-soil, thereby enhancing its resistance to seawater corrosion and compressive strength. Furthermore, Nano-MgO significantly improves the dynamic properties of cemented-soil, reducing energy loss under cyclic loading. This enhancement extends the service life and lowers the maintenance costs of infrastructure. The technique shows promising applications in coastal road construction, foundation treatment, and antiseepage engineering, offering an efficient and environmentally friendly solution for geotechnical engineering.
    publisherAmerican Society of Civil Engineers
    titleStrength, Durability, Corrosion Resistance, and Microstructure of Cemented Soil Incorporating Nano-MgO under Static and Cyclic Loading: A Laboratory Study
    typeJournal Article
    journal volume37
    journal issue4
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-18603
    journal fristpage04025025-1
    journal lastpage04025025-17
    page17
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 004
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian