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1株尿素分解菌的分离及其生长特性 被引量:3

Isolation and Growth Characteristics of an Ureolytic Strain
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摘要 利用微生物诱导碳酸钙沉淀(Microbially Induced Calcite Precipitation,MICP)进行岩土工程加固是一种绿色原位加固新技术。为获得用于MICP技术的菌株,采用选择性富集、平板分离法从土壤中分离了1株尿素分解菌,并研究了其生长特性。结果表明这株尿素分解菌的最适生长条件为初始pH值9,接种量4%,温度35℃,摇床转速200 r/min。 The method of the utilization of microbial induced calcite precipitation(MICP) for rock and soil consolidation is a new green technique for in-situ reinforcement.In order to obtain the strain for MICP,an ureolytic strain was isolated from soil using selective enrichment culture and plate screening techniques.Then its growth characteristics were also studied.The results showed the suitable growth conditions of the ureolytic Strain were as follows:initial pH9,inoculation volume 4%,culture temperature 35 ℃ and rotation rate 200 r /min.
出处 《微生物学杂志》 CAS CSCD 2014年第2期37-40,共4页 Journal of Microbiology
基金 湖南省研究生科研创新项目(CX2013B388)
关键词 MICP 尿素水解 分离 生长特性 MICP Ureolytic Bacteria Isolation Growth Characteristics
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参考文献15

  • 1Soon N W,Lee L M,Khun T C, et al. Improvements in engi-neering properties of soils through microbial-induced calcite pre-cipitation [J ]. KSCE Journal of Civil Engineering, 2013 , 17(4):718-728.
  • 2Chou C W, Seagren E A, Aydilek A H, et al. Biocalcificationof sand through ureolysisf J ]. Journal of Geotechnical and Geo-environmental Engineering,2011 ,137(12) :1179-1189.
  • 3Cheng L, Cord-Huwisch R. In situ soil cementation with ureo-lytic bacteria by surface percolation [ J ]. Ecological Engineer-ing,2012 ,42 :64-72.
  • 4Van Paassen L A, Ghose R, van der Linden T J M, et al.Quantifying biomediated ground improvement by ureolysis :large-scale biogrout experimentf J]. Journal of geotechnical andgeoenvironmental engineering,2010 ,136( 12) ; 1721-1728.
  • 5QIAN ChunXiang,PAN QingFeng &WANG RuiXing Jiangsu Key Laboratory of Construction Materials,School of Materials Science&Engineering,Southeast University,Nanjing 211189,China.Cementation of sand grains based on carbonate precipitation induced by microorganism[J].Science China(Technological Sciences),2010,53(8):2198-2206. 被引量:34
  • 6Ng W S, Lee M L,Hii S L. An overview of the factors affectingmicrobial-induced calcite precipitation and its potential applica-tion in soil improvement [ J ]. World Acad Sci Eng Technol,2012,62:723-729.
  • 7李萌,程晓辉,杨钻,郭红仙.土壤中产脲酶细菌的分离及其在微生物砂浆制备中的应用[J].混凝土与水泥制品,2013(8):13-16. 被引量:7
  • 8Harkes M P, Van Paassen L A, Booster J L, et al. Fixationand distribution of bacterial activity in sand to induce carbonateprecipitation for ground reinforcement [ J ] . Ecological Engineer-ing,2010,36(2) :112-117.
  • 9程晓辉,麻强,杨钻,张志超,李萌.微生物灌浆加固液化砂土地基的动力反应研究[J].岩土工程学报,2013,35(8):1486-1495. 被引量:153
  • 10竹文坤,罗学刚.碳酸盐矿化菌诱导碳酸钙沉淀条件的优化[J].非金属矿,2012,35(3):1-4. 被引量:13

二级参考文献106

共引文献233

同被引文献54

  • 1靳贵晓,张瑾璇,许凯,黄明,邱继业.颗粒级配对残积土MICP灌浆效果的影响评价[J].地下空间与工程学报,2020,0(1):295-302. 被引量:14
  • 2速宝玉,詹美礼,张祝添.充填裂隙渗流特性实验研究[J].岩土力学,1994,15(4):46-52. 被引量:38
  • 3王瑞兴,钱春香,王剑云.微生物沉积碳酸钙研究[J].东南大学学报(自然科学版),2005,35(A01):191-195. 被引量:62
  • 4颜贤仔,余莉莉,张凤英.微波对枯草芽孢杆菌诱变效应的研究[J].江西农业大学学报,2005,27(6):857-860. 被引量:7
  • 5DeJong JT, Mortensen BM, Martinez BC, et al. Bio-mediated soil improvement[J]. Ecol Eng ,2010,36 ( 2 ) : 197-210.
  • 6Achal V, Mukherjee A, Reddy M S. Microbial concrete:way to enhance the durability of building structures [J]. J Mater Civil Eng,2011,23 :730-734.
  • 7Phillips A J, Gerlach R, Lauchnor E, et al. Engineered appli- cations of ureolytic biomineralization : a review [J]. Biofouling, 2013,29 (6) :715-733.
  • 8Jimenez-Lopez C, Rodriguez-Navarro C, Pinar G, et al. Con- solidation of degraded ornamental porous limestone stone by cal- cium carbonate precipitation induced by the microbiota inhabi- ting the stone [J]. Chemosphere ,2007,68 (10) : 1929-1936.
  • 9Ghosh P, Mandal S, Chattopadhyay B D, et al. Use of micro- organism to improve the strength of cement mortar [J]. Cement Concrete Res,2005,35(10) :1980-1983.
  • 10De Muynck W, De Belie N, Verstraete W. Microbial carbonate precipitation in construction materials : a review [J]. Ecol Eng, 2010,36(2) :118-136.

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