期刊文献+

砂土中混凝土裂缝的微生物封堵试验研究 被引量:3

Experimental study of microbial clogging of concrete cracks in sand
原文传递
导出
摘要 微生物封堵技术研究表明可以通过向岩土中微生物提供营养物质从而在较短时间形成封堵。该文对砂土中混凝土裂缝利用微生物封堵法进行试验,设置两个试验组灌入不同的营养物质,分别记录试验过程中的环境温度和湿度,对流出液的pH值、电导率、氧化还原电位、OD600及不同种类微生物数量变化进行了检测。结果表明:在灌入不同营养物质25d后,试块均发生较明显的封堵现象,单位时间内的流量有了显著降低,其中一个灌注马铃薯提取物的试验模型由平均85mL/h下降至0.5mL/h,另一个灌注加铁的马铃薯提取物的试验模型由平均70mL/h下降至0.3mL/h。研究结果证实了微生物代谢在砂土中混凝土裂缝封堵过程中发挥了重要作用。 Studies on microbial clogging techniques have shown that the provision of sufficient suitable nutrients for the microorganisms in geotechnical soils can produce effective microbial clogging in relatively short periods of time.This study applied various nutrients to two sand columns each with a cracked concrete slab.The tests recorded the ambient temperature and humidity,the pH,electrical conductivity,redox potential,OD600 and the number of different microorganisms.Blocking occurred after various nutrients had been supplied for 25 days.The flow per unit time was significantly reduced with one test slab with potato exact dropping from an average of 85 mL/h to 0.5 mL/h and the other test slab with potatoexact and Fe dropping from an average of 70 mL/h to 0.3 mL/h.The tests show that microbial metabolism plays an important role in concrete crack sealing in sand.
作者 李萌 由士权 康绍斌 程晓辉 郭红仙 LI Meng;YOU Shiquan;KANG Shaobin;CHENG Xiaohui;GUO Hongxian(Beijing Key Laboratory of Plant Resources Research and Development,School of Sciences,Beijing Technology and Business University,Beijing100048,China;Department of Civil Engineering,TsinghuaUniversity,Beijing100084,China)
出处 《清华大学学报(自然科学版)》 EI CAS CSCD 北大核心 2019年第8期614-618,共5页 Journal of Tsinghua University(Science and Technology)
基金 国家自然科学基金项目(50908122)
关键词 渗漏 微生物封堵 混凝土 砂土 leakage microbial clogging concrete sand
  • 相关文献

参考文献4

二级参考文献41

  • 1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. 被引量:65
  • 2张贺超,郭红仙,李萌,程晓辉.砂土介质中微生物诱导封堵试验研究[J].工业建筑,2015,45(1):139-142. 被引量:13
  • 3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. 被引量:3
  • 4Mitchell A C, Ferris F G. The Coprecipitation of Sr into Calcite Precipitates Induced by Bacterial Ureolysis in Artificial Groundwater: Temperature and Kinetic Dependence [ J]. Geochimica et Cosmochimica Acta, 2005, 69(17) : 4199 -4210.
  • 5Fujita Y, Taylor J L. Evaluating the Potential of Native Ureolytic Microbes to Remediate a 90St Contaminated Environment [ J ]. Environ. Sci. Technol, 2010, 44:7652 - 7658.
  • 6De Muynck W, De Belie N, Verstraete W. Microbial Carbonate Precipitation in Construction Materials: a Review [ J]. Ecological Engineering, 2009, 36 : 118 - 136.
  • 7Whiffin V S, Van Paassen L A, Harkes M P. Microbial Carbonate Precipitation as a Soil Improvement Technique [ J]. Geomicrobiol,2007, 24:417 -423.
  • 8DeJong J T, Mortensen B M, Martinez B C, et al. Bio-Mediated Soil Improvement [ J]. Ecological Engineering, 2010, 36 : 197 - 210.
  • 9Gollapudi U K, Knutson C L, Bang S S, et al. A New Method for Controlling Leaching Through Permeable Channels [ J]. Chemosphere, 1995, 30(4): 695-705.
  • 10Ferris F, Stehmeier L, Kantzas A, et al. Bacteriogenic Mineral Plugging [ J]. Journal of Canadian Petroleum Technology, 1996, 35(8): 56 -61.

共引文献38

同被引文献46

引证文献3

二级引证文献10

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部