YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Geotechnical and Geoenvironmental Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Geotechnical and Geoenvironmental 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

    Sand Foreshore Slope Stability and Erosion Mitigation Based on Microbiota and Enzyme Mix–Induced Carbonate Precipitation

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 008::page 04022058
    Author:
    Xiaohao Sun
    ,
    Linchang Miao
    ,
    Hengxing Wang
    ,
    Linyu Wu
    ,
    Guangcai Fan
    ,
    Jinxin Xia
    DOI: 10.1061/(ASCE)GT.1943-5606.0002839
    Publisher: ASCE
    Abstract: To mitigate foreshore erosion, it is necessary to find effective and environmentally friendly interventions to stabilize slopes. In this study, the microbiota and enzyme mix–induced carbonate precipitation (MEMCP) method was proposed to improve foreshore slopes’ stability and mitigate erosion. In the tests, the volume ratio of bacterial suspension (BS) and urease solution (US) varied to obtain the optimum condition. The angles of slopes, accumulative soil loss weights, surface strengths, and calcium carbonate (CaCO3) contents were used to evaluate the treating effect. The results showed that the slopes treated with microbially induced carbonate precipitation still experienced a drastic collapse. The slopes treated with enzyme-induced carbonate precipitation had higher stability at the beginning; however, the slopes were still damaged in subsequent tidal cycles. However, with MEMCP treatment, the slopes’ stability was significantly improved, especially for the slopes with the volume ratio of BS to US equaling 20∶20. The angle of these slopes almost did not change, and a small amount of sand was washed out by tidal cycles. Moreover, these slopes had higher surface strengths and CaCO3 contents. In addition, the increase in CaCO3 content resulted in an exponential increase of surface strength, regardless of volume ratios of BS and US. The MEMCP method applied in this study for foreshore slope stabilization has shown a success. The research lays a solid foundation for the application for foreshore surface erosion mitigation.
    • Download: (3.860Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Sand Foreshore Slope Stability and Erosion Mitigation Based on Microbiota and Enzyme Mix–Induced Carbonate Precipitation

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4286371
    Collections
    • Journal of Geotechnical and Geoenvironmental Engineering

    Show full item record

    contributor authorXiaohao Sun
    contributor authorLinchang Miao
    contributor authorHengxing Wang
    contributor authorLinyu Wu
    contributor authorGuangcai Fan
    contributor authorJinxin Xia
    date accessioned2022-08-18T12:17:43Z
    date available2022-08-18T12:17:43Z
    date issued2022/05/18
    identifier other%28ASCE%29GT.1943-5606.0002839.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4286371
    description abstractTo mitigate foreshore erosion, it is necessary to find effective and environmentally friendly interventions to stabilize slopes. In this study, the microbiota and enzyme mix–induced carbonate precipitation (MEMCP) method was proposed to improve foreshore slopes’ stability and mitigate erosion. In the tests, the volume ratio of bacterial suspension (BS) and urease solution (US) varied to obtain the optimum condition. The angles of slopes, accumulative soil loss weights, surface strengths, and calcium carbonate (CaCO3) contents were used to evaluate the treating effect. The results showed that the slopes treated with microbially induced carbonate precipitation still experienced a drastic collapse. The slopes treated with enzyme-induced carbonate precipitation had higher stability at the beginning; however, the slopes were still damaged in subsequent tidal cycles. However, with MEMCP treatment, the slopes’ stability was significantly improved, especially for the slopes with the volume ratio of BS to US equaling 20∶20. The angle of these slopes almost did not change, and a small amount of sand was washed out by tidal cycles. Moreover, these slopes had higher surface strengths and CaCO3 contents. In addition, the increase in CaCO3 content resulted in an exponential increase of surface strength, regardless of volume ratios of BS and US. The MEMCP method applied in this study for foreshore slope stabilization has shown a success. The research lays a solid foundation for the application for foreshore surface erosion mitigation.
    publisherASCE
    titleSand Foreshore Slope Stability and Erosion Mitigation Based on Microbiota and Enzyme Mix–Induced Carbonate Precipitation
    typeJournal Article
    journal volume148
    journal issue8
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0002839
    journal fristpage04022058
    journal lastpage04022058-14
    page14
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 008
    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