Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
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Volume 45 Issue 7
Sep.  2015
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Yang Zuan Cheng Xiaohui, . EXPERIMENTAL STUDY OF DETERIORATED HISTORIC MASONRY STRUCTURES REINFORCED BY MICROBIAL GROUTING METHOD[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 48-53. doi: 10.13204/j.gyjz201507010
Citation: Yang Zuan Cheng Xiaohui, . EXPERIMENTAL STUDY OF DETERIORATED HISTORIC MASONRY STRUCTURES REINFORCED BY MICROBIAL GROUTING METHOD[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 48-53. doi: 10.13204/j.gyjz201507010

EXPERIMENTAL STUDY OF DETERIORATED HISTORIC MASONRY STRUCTURES REINFORCED BY MICROBIAL GROUTING METHOD

doi: 10.13204/j.gyjz201507010
  • Publish Date: 2015-07-20
  • Microbial grouting reinforcement to repair the deterioration of masonry structures involves injecting microorganisms and nutrient solution ( a cementation solution) into existing granular system pores to induce the generated calcium carbonate cementation to form a microbial mortar of certain strength. Microbial grouting reinforcement is used when traditional grouting materials,such as lime,cement and epoxy,cannot be employed. The effects of the main factors on the strength formation of microbial mortar were systematically studied through the simplified laboratory and in-situ models. Thus,the methods for strengthening all sorts of deteriorated masonries by high-strength microbial mortar could be optimized,which would provide a basis for the using of microbial grouting technique in high-quality reinforcement of historical masonry buildings.
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      沈阳化工大学材料科学与工程学院 沈阳 110142

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