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

Zhang Yue; Guo Hongxian; Cheng Xiaohui; Li Meng

doi:10.13204/j.gyjz201312026

Volume 43 Issue 12

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(12): 138-143

Zhu Chenfei, Liu Xiaojun, Li Wenzhe, Wu Yonggen, Liu Qingtao. STUDY OF FREEZE-THAW DURABILITY AND DAMAGE MODEL OFHYBRID FIBER CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 10-14. doi: 10.13204/j.gyjz201502003

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

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

doi: 10.13204/j.gyjz201312026

1.
1. Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry,Department of Civil Engineering,Tsinghua University,Beijing 100084,China;
2.
2. School of Science,Beijing Technology and Business University,Beijing 100048,China

Received Date: 2013-07-01
Publish Date: 2013-12-20

Abstract

Abstract

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.
- microbial induced carbonate precipitation,
- field experiment,
- leakage,
- concrete,
- backfill

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References(22)

References

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