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    Improvement of Microbial-Induced Calcium Carbonate Precipitation Technology for Sand Solidification

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 011
    Author:
    Sun Xiaohao;Miao Linchang;Tong Tianzhi;Wang Chengcheng
    DOI: 10.1061/(ASCE)MT.1943-5533.0002507
    Publisher: American Society of Civil Engineers
    Abstract: Sand solidification technology is widely applied in engineering. This paper presents experimental methods to analyze the effect of adding urea to a culture medium for sand solidification. The results show that adding urea to the culture medium increases urease activity and inhibits bacterial growth, and the optimal amount of added urea is between 5 and 2  g/L. Adding urea after sterilization markedly increases the strength of the injecting path for sand column solidification. However, a long injecting path leads to differences in strength between the entrance section and middle section, resulting in lower overall strength. The faster the injection speed, the higher is the overall strength of the sand columns. When 2  g/L of urea is added, the overall strengths of the solidified sand columns increase with larger sand particle size. Adding different amounts of urea is suitable for the solidification of corresponding sand column sizes. Therefore, adding urea to the culture medium for sand solidification is significant for various sand particle sizes. The results will act as a guide for the application of sand solidification technology.
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      Improvement of Microbial-Induced Calcium Carbonate Precipitation Technology for Sand Solidification

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4247854
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    contributor authorSun Xiaohao;Miao Linchang;Tong Tianzhi;Wang Chengcheng
    date accessioned2019-02-26T07:33:24Z
    date available2019-02-26T07:33:24Z
    date issued2018
    identifier other%28ASCE%29MT.1943-5533.0002507.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4247854
    description abstractSand solidification technology is widely applied in engineering. This paper presents experimental methods to analyze the effect of adding urea to a culture medium for sand solidification. The results show that adding urea to the culture medium increases urease activity and inhibits bacterial growth, and the optimal amount of added urea is between 5 and 2  g/L. Adding urea after sterilization markedly increases the strength of the injecting path for sand column solidification. However, a long injecting path leads to differences in strength between the entrance section and middle section, resulting in lower overall strength. The faster the injection speed, the higher is the overall strength of the sand columns. When 2  g/L of urea is added, the overall strengths of the solidified sand columns increase with larger sand particle size. Adding different amounts of urea is suitable for the solidification of corresponding sand column sizes. Therefore, adding urea to the culture medium for sand solidification is significant for various sand particle sizes. The results will act as a guide for the application of sand solidification technology.
    publisherAmerican Society of Civil Engineers
    titleImprovement of Microbial-Induced Calcium Carbonate Precipitation Technology for Sand Solidification
    typeJournal Paper
    journal volume30
    journal issue11
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0002507
    page4018301
    treeJournal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 011
    contenttypeFulltext
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