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    Evaluation of Factors Affecting Erodibility Improvement for MICP-Treated Beach Sand

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 003::page 04021001-1
    Author:
    Abigail Chek
    ,
    Raphael Crowley
    ,
    Terri N. Ellis
    ,
    Michael Durnin
    ,
    Brian Wingender
    DOI: 10.1061/(ASCE)GT.1943-5606.0002481
    Publisher: ASCE
    Abstract: Microbially induced calcite precipitation (MICP) was used to treat several sandboxes filled with naturally occurring beach sand collected from Atlantic Beach, Florida. A surface-spray/percolation technique was used to treat these sandboxes where a relatively high-concentration bacteria solution and high-concentration calcium chloride/urea solutions were applied directly to the boxes’ surfaces. Several different treatment combinations were tested whereby bacterial optical density, bacteria/urea/calcium chloride volume relative to pore volume, and bacteria/urea/calcium chloride ratio were manipulated. Treated sandboxes were tested for erodibility using a pocket erodometer. In addition, sandboxes were dissected after erosion testing to examine crust depth. Results showed that higher optical densities, higher bacteria quantities relative to void volume, and higher bacteria quantities relative to urea led to lower erodibility and greater crust depth. When MICP constituent quantities were maximized to give the best erosion/crust-depth results, erodibility improvements began to approach what may be considered adequate erosive resistance. Further investigation is required to better classify this behavior more quantitatively.
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      Evaluation of Factors Affecting Erodibility Improvement for MICP-Treated Beach Sand

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4271475
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorAbigail Chek
    contributor authorRaphael Crowley
    contributor authorTerri N. Ellis
    contributor authorMichael Durnin
    contributor authorBrian Wingender
    date accessioned2022-02-01T00:27:55Z
    date available2022-02-01T00:27:55Z
    date issued3/1/2021
    identifier other%28ASCE%29GT.1943-5606.0002481.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4271475
    description abstractMicrobially induced calcite precipitation (MICP) was used to treat several sandboxes filled with naturally occurring beach sand collected from Atlantic Beach, Florida. A surface-spray/percolation technique was used to treat these sandboxes where a relatively high-concentration bacteria solution and high-concentration calcium chloride/urea solutions were applied directly to the boxes’ surfaces. Several different treatment combinations were tested whereby bacterial optical density, bacteria/urea/calcium chloride volume relative to pore volume, and bacteria/urea/calcium chloride ratio were manipulated. Treated sandboxes were tested for erodibility using a pocket erodometer. In addition, sandboxes were dissected after erosion testing to examine crust depth. Results showed that higher optical densities, higher bacteria quantities relative to void volume, and higher bacteria quantities relative to urea led to lower erodibility and greater crust depth. When MICP constituent quantities were maximized to give the best erosion/crust-depth results, erodibility improvements began to approach what may be considered adequate erosive resistance. Further investigation is required to better classify this behavior more quantitatively.
    publisherASCE
    titleEvaluation of Factors Affecting Erodibility Improvement for MICP-Treated Beach Sand
    typeJournal Paper
    journal volume147
    journal issue3
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0002481
    journal fristpage04021001-1
    journal lastpage04021001-14
    page14
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 003
    contenttypeFulltext
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