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    Mechanical and Microstructural Changes of Biocemented Sand Subjected to an Acid Solution

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 003::page 04021307
    Author:
    Christian Geindreau
    ,
    Fabrice Emeriault
    ,
    Abdelali Dadda
    ,
    Olatounde Yaba
    ,
    Lorenzo Spadini
    ,
    Annette Esnault Filet
    ,
    Aurélie Garandet
    DOI: 10.1061/(ASCE)GM.1943-5622.0002302
    Publisher: ASCE
    Abstract: An experimental study was performed to investigate the effects of an acid solution on the mechanical strength and the microstructure of biocemented sand. The tests were performed on small triaxial samples extracted from a large-scale model. An acid solution composed of hydrochloric acid and Tris buffer with an initial pH of 6.6 was injected in the triaxial apparatus in different amounts. The changes of the physical and mechanical properties of the sample were studied afterwards. Triaxial drained tests with constant confining pressures were performed on the chemically treated samples in order to determine the remaining strength of the samples. Moreover, several scanning electron microscope (SEM) and X-ray microtomography observations were performed on small subsamples in order to identify the changes in the microstructure due to the chemical dissolution. The experimental results point out that the strength of the treated specimens decreases dramatically compared with that of the initial untreated specimens. Typically, a 50% strength reduction has been found for 10% of total calcite dissolution. Furthermore, the microstructural observations have shown uniform calcite dissolution at the pore scale (no preferential locations). The calcite crystal structures were damaged randomly by the chemical solution. A reduction of the spatial densities and sizes of these crystals were found from SEM and X-ray microtomography observations. Overall, no hysteretic effects were observed on the mechanical (strength) and microstructural (contact surface area) properties between the biocementation and dissolution paths.
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      Mechanical and Microstructural Changes of Biocemented Sand Subjected to an Acid Solution

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4283432
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    contributor authorChristian Geindreau
    contributor authorFabrice Emeriault
    contributor authorAbdelali Dadda
    contributor authorOlatounde Yaba
    contributor authorLorenzo Spadini
    contributor authorAnnette Esnault Filet
    contributor authorAurélie Garandet
    date accessioned2022-05-07T21:11:57Z
    date available2022-05-07T21:11:57Z
    date issued2022-3-1
    identifier other(ASCE)GM.1943-5622.0002302.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4283432
    description abstractAn experimental study was performed to investigate the effects of an acid solution on the mechanical strength and the microstructure of biocemented sand. The tests were performed on small triaxial samples extracted from a large-scale model. An acid solution composed of hydrochloric acid and Tris buffer with an initial pH of 6.6 was injected in the triaxial apparatus in different amounts. The changes of the physical and mechanical properties of the sample were studied afterwards. Triaxial drained tests with constant confining pressures were performed on the chemically treated samples in order to determine the remaining strength of the samples. Moreover, several scanning electron microscope (SEM) and X-ray microtomography observations were performed on small subsamples in order to identify the changes in the microstructure due to the chemical dissolution. The experimental results point out that the strength of the treated specimens decreases dramatically compared with that of the initial untreated specimens. Typically, a 50% strength reduction has been found for 10% of total calcite dissolution. Furthermore, the microstructural observations have shown uniform calcite dissolution at the pore scale (no preferential locations). The calcite crystal structures were damaged randomly by the chemical solution. A reduction of the spatial densities and sizes of these crystals were found from SEM and X-ray microtomography observations. Overall, no hysteretic effects were observed on the mechanical (strength) and microstructural (contact surface area) properties between the biocementation and dissolution paths.
    publisherASCE
    titleMechanical and Microstructural Changes of Biocemented Sand Subjected to an Acid Solution
    typeJournal Paper
    journal volume22
    journal issue3
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0002302
    journal fristpage04021307
    journal lastpage04021307-14
    page14
    treeInternational Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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