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Experimental Study on the Influencing Factors of Microbial-induced Calcium Carbonate Precipitation for Consolidation of Loess
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Tian-yu ZHAO1, Liang AN1, 2, *, Wen-wu CHEN2, Ying-chun WANG1, Lun-ji LI1, 2
Science Technology and Engineering | 2025, 25(4) : 1620 - 1627
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Science Technology and Engineering | 2025, 25(4): 1620-1627
Papers·Architectural Science
Experimental Study on the Influencing Factors of Microbial-induced Calcium Carbonate Precipitation for Consolidation of Loess
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Tian-yu ZHAO1, Liang AN1, 2, *, Wen-wu CHEN2, Ying-chun WANG1, Lun-ji LI1, 2
Affiliations
  • 1 Gansu Province Transportation Planning, Survey & Design Institute Co., Ltd., Lanzhou 730030, China
  • 2 College of Earth and Environmental Sciences, Lanzhou University, Lanzhou 730000, China
Published: 2025-02-08 doi: 10.12404/j.issn.1671-1815.2401671
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Microbial induced calcium carbonate precipitation (MICP) technology is an emerging green reinforcement technology for geotechnical engineering, which has a good application prospect in the reinforcement of loess slopes. The reinforcement of loess by MICP is affected by a variety of factors, in addition to the external environment, material properties and reinforcement methods and other factors, the calcium source, the concentration of binder, the age of the maintenance and the maintenance methods also play a decisive role in the microbial reinforcement of loess. The loess in Longxi area was taken as the research object, bacillus subtilis-induced calcium carbonate precipitation technology was adopted to consolidate loess, and a comparative experimental study on the shear strength of MICP-consolidated loess under the conditions of different calcium sources, binder concentration, age of maintenance and maintenance methods was carried out. The results show that the MICP technology is more effective in consolidating loess specimens when the calcium source is calcium chloride, the binder concentration is 1.0 mol/L and the specimens are cured for 7 d. The cohesion and internal friction are increased by 4.95 and 1.34 times, respectively, compared with the vegetal loess soil. The research results have certain reference value for the roadbed reinforcement and slope management in the Loess Plateau area.

microbial induced calcium carbonate precipitation (MICP)  /  microorganisms  /  loess reinforcement  /  calcium source  /  concentration of cement  /  age of maintenance
Tian-yu ZHAO, Liang AN, Wen-wu CHEN, Ying-chun WANG, Lun-ji LI. Experimental Study on the Influencing Factors of Microbial-induced Calcium Carbonate Precipitation for Consolidation of Loess[J]. Science Technology and Engineering, 2025 , 25 (4) : 1620 -1627 . DOI: 10.12404/j.issn.1671-1815.2401671
Year 2025 volume 25 Issue 4
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Article Info
doi: 10.12404/j.issn.1671-1815.2401671
  • Receive Date:2024-03-11
  • Online Date:2025-07-29
  • Published:2025-02-08
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  • Received:2024-03-11
  • Revised:2024-11-20
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    1 Gansu Province Transportation Planning, Survey & Design Institute Co., Ltd., Lanzhou 730030, China
    2 College of Earth and Environmental Sciences, Lanzhou University, Lanzhou 730000, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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