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    Strength Characteristics of Soils Mixed with an Organic Acid Material for Improvement

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 012
    Author:
    Jonghwi Lee
    ,
    Kyungmin Kim
    ,
    Byungsik Chun
    DOI: 10.1061/(ASCE)MT.1943-5533.0000516
    Publisher: American Society of Civil Engineers
    Abstract: New eco-friendly materials for soil improvement have been developed recently for construction purposes in civil engineering. An organic acid material encourages microbe proliferation over time and accelerates consolidation by biochemical penetration; soil particles are compacted by microbes and pore water is dissipated quickly. However, the effectiveness of organic acid has not yet been established. To investigate the strength characteristics of soil mixed with an organic acid, unconfined compressive strength tests were performed after aging soil samples with and without the organic acid. After 96 days of aging, the strength was generally 1.5–2.5 times greater than that without the organic acid. The pore structure of the soils was observed to change in a scanning electron microscopy analysis, and the change of total bacterial counts revealed the activity of microbes that reflects the strength characteristics. Moreover, this material is likely to be environmentally friendly according to the pH test.
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      Strength Characteristics of Soils Mixed with an Organic Acid Material for Improvement

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    contributor authorJonghwi Lee
    contributor authorKyungmin Kim
    contributor authorByungsik Chun
    date accessioned2017-05-08T21:55:56Z
    date available2017-05-08T21:55:56Z
    date copyrightDecember 2012
    date issued2012
    identifier other%28asce%29mt%2E1943-5533%2E0000550.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66896
    description abstractNew eco-friendly materials for soil improvement have been developed recently for construction purposes in civil engineering. An organic acid material encourages microbe proliferation over time and accelerates consolidation by biochemical penetration; soil particles are compacted by microbes and pore water is dissipated quickly. However, the effectiveness of organic acid has not yet been established. To investigate the strength characteristics of soil mixed with an organic acid, unconfined compressive strength tests were performed after aging soil samples with and without the organic acid. After 96 days of aging, the strength was generally 1.5–2.5 times greater than that without the organic acid. The pore structure of the soils was observed to change in a scanning electron microscopy analysis, and the change of total bacterial counts revealed the activity of microbes that reflects the strength characteristics. Moreover, this material is likely to be environmentally friendly according to the pH test.
    publisherAmerican Society of Civil Engineers
    titleStrength Characteristics of Soils Mixed with an Organic Acid Material for Improvement
    typeJournal Paper
    journal volume24
    journal issue12
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000516
    treeJournal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 012
    contenttypeFulltext
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