Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 43 Issue 12
Dec.  2014
Turn off MathJax
Article Contents
Zhang Yue, Guo Hongxian, Cheng Xiaohui, Li Meng. FIELD EXPERIMENT OF MICROBIAL INDUCED CARBONATE PRECIPITATION TECHNOLOGY IN LEAKAGE TREATMENT OF A BASEMENT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 138-143. doi: 10.13204/j.gyjz201312026
Citation: Zhang Yue, Guo Hongxian, Cheng Xiaohui, Li Meng. FIELD EXPERIMENT OF MICROBIAL INDUCED CARBONATE PRECIPITATION TECHNOLOGY IN LEAKAGE TREATMENT OF A BASEMENT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 138-143. doi: 10.13204/j.gyjz201312026

FIELD EXPERIMENT OF MICROBIAL INDUCED CARBONATE PRECIPITATION TECHNOLOGY IN LEAKAGE TREATMENT OF A BASEMENT

doi: 10.13204/j.gyjz201312026
  • Received Date: 2013-07-01
  • Publish Date: 2013-12-20
  • Microbial induced carbonate precipitation (MICP),which use microbial catalyzed hydrolysis of urea and to produce calcium carbonate crystals,is tested to treat the leakage of basement external wall in Jinan. S. pasteurii and reactant are injected into the backfill of the crack wall in the upstream face in-situ. After grouting,the results of permeability field test,ultrasonic measurement,ground penetrating radar detection,concrete coring observation, XRD analysis and SEM analysis show that a CaCO 3 layer forms in the backstream face of the cracked wall and cover the surface of the crack after four months,there is no water leakage in the basement when subjected to raining; the treated soil becomes denser and more uniform; there is lots of CaCO 3 precipitation in the crack and the filling effect is more obvious in the lower part of the cracked wall. The MICP technology provides a new solution to repair the concrete cracks and control the leakage of underground structures.
  • loading
  • 张可本, 薛绍祖.上海地铁 1 号线地下结构渗漏水现状和治理[J].工业建筑, 1995, 25(9):45-49.
    [2] Mitchell A C,Ferris F G.The Coprecipitation of Sr into CalcitePrecipitates Induced by Bacterial Ureolysis in ArtificialGroundwater: Temperature and Kinetic Dependence [J].Geochimica et Cosmochimica Acta, 2005, 69(17): 4199-4210.
    [3] Fujita Y,Taylor J L.Evaluating the Potential of Native UreolyticMicrobes to Remediate a 90Sr Contaminated Environment[J].Environ.Sci.Technol, 2010, 44:7652-7658.
    [4] De Muynck W,De Belie N,Verstraete W.Microbial CarbonatePrecipitation in Construction Materials: a Review[J].EcologicalEngineering, 2009, 36:118-136.
    [5] Whiffin V S,Van Paassen L A,Harkes M P.Microbial CarbonatePrecipitation as a Soil Improvement Technique[J].Geomicrobiol,2007, 24:417-423.
    [6] DeJong J T,Mortensen B M,Martinez B C,et al.Bio-MediatedSoil Improvement[J].Ecological Engineering,2010,36:197-210.
    [7] Gollapudi U K,Knutson C L,Bang S S, et al.A New Method forControlling Leaching Through Permeable Channels [J].Chemosphere, 1995, 30(4): 695-705.
    [8] Ferris F,Stehmeier L,Kantzas A,et al.Bacteriogenic MineralPlugging[J].Journal of Canadian Petroleum Technology,1996,35(8): 56-61.
    [9] Chu J,Stabnikov V,Ivanov V.Microbially Induced CalciumCarbonate Precipitation on Surface or in the Bulk of Soil [J].Geomicrobiology Journal, 2012, 29(6): 544-549.
    [10] Nemati M, Voordouw G.Modification of Porous MediaPermeability,Using Calcium Carbonate Produced Enzymatically inSitu[J].Enzyme Microb Technol, 2003, 33:635-642.
    [11] Ramakrishnan V,Ramesh K P,Bang S S.Bacterial Concrete[C]//Proceedings of SPIE, 4234, Smart Materials, Melbourne:2001: 168-176.
    [12] Bang S S,Ramakrishnan V.Microbiologically Enhanced CrackRemediation ( MECR) [C]//Proceedings of the InternationalSymposium on Industrial Application of Microbial Genomes.Daegu,Korea: 2001: 3-13.
    [13] Day J L,Ramakrishnan V,Bang S S.Microbiologically InducedSealant for Concrete Crack Remediation [C]//Proceedings of the16th Engineering Mechanics Conference.Seattle, WA: 2003: 1-8.
    [14] Bang S S,Lippertm J J,Yerra U Mulukutla S,et al.MicrobialCalcite,a Bio-Based Smart Nanomaterial in Concrete Remediation[J].International Journal of Smart and Nano Materials.2005,(1): 28-39.
    [15] Ramakrishnan V,Panchalan R K,Bang S S.Improvement ofConcrete Durability by Bacterial Mineral Precipitation[C]//Proceedings of the 11th International Conference on Fracture.Turin,Italy: 2005.
    [16] De Belie N, De Muynck W.Crack Repair in Concrete UsingBiodeposition[C]//International Conference on Concrete Repair,Rehabilitation and Retrofitting.Cape Town,South Africa: 2008.
    [17] Van Tittelboom K,De Belie N,De Muynck W,et al.Use ofBacteria to Repair Cracks in Concrete[J].Cement and ConcreteResearch, 2010, 40(1): 157-166.
    [18] De Muynck W,Cox K,De Belie N,et al.Bacterial CarbonatePrecipitation as an Alternative Surface Treatment for Concrete[J].Construction Building Material, 2008, 22 (5): 875-885.
    [19] 王瑞兴, 钱春香.微生物沉积碳酸钙修复水泥基材料表面缺陷[J].硅酸盐学报, 2008, 36(4): 457-464.
    [20] 王瑞兴, 钱春香, 王剑云, 等.水泥石表面微生物沉积碳酸钙覆膜的不同工艺[J].硅酸盐学报, 2008, 36(10) : 137-138.
    [21] Whiffin V S.Microbial CaCO3 Precipitation for the Production ofBiocement[D].Perth: Murdoch University, 2004.
    [22] 李沛豪, 屈文俊.细菌诱导碳酸钙沉积修复混凝土裂缝 [J].土木工程学报, 2010, 43(11):64-70.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (140) PDF downloads(268) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return