Rock and Soil Mechanics ›› 2024, Vol. 45 ›› Issue (9): 2554-2564.doi: 10.16285/j.rsm.2023.6594

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Experimental study of enhancing the effects of microbial-induced calcite precipitation treated sand using carbonic anhydrase

LIU Peng1, CAO Yuan-xing1, CHENG Yu2, BAI Yun-bo3   

  1. 1. School of Civil Engineering, Nanjing Forestry University, Nanjing, Jiangsu 210037, China 2. School of Transportation, Shandong University of Science and Technology, Qingdao, Shandong 266590, China 3. Shanghai Civil Engineering Group Co. Ltd. of CREC, Shanghai 201906, China
  • Online:2024-09-06 Published:2025-05-08
  • About author:LIU Peng, male, born in 1985, PhD, Associate Professor, mainly engaged in teaching and research work in geotechnical engineering. E-mail: liupengreal@sina.com
  • Supported by:
    the National Natural Science Foundation of China (51809139).

Abstract:

 This study aimed to enhance the efficiency of microbial-induced carbonate precipitation (MICP) for reinforcing sandy soil by inspiring natural processes involving microbial-induced carbon cycling and carbonation. The experiment focused on enhancing MICP curing of sandy soil using carbonic anhydrase (CA), which significantly increases the reaction rate of CO2 hydration (108 times faster) and facilitates the rapid hydration of CO2 (produced by urease (UA) decomposition of urea) to form a substantial amount of carbonate. The effect of carbonic anhydrase on MICP-reinforced sandy soil and its underlying mechanism were systematically examined through a combination of macroscopic physical and mechanical tests and microfabrication tests. The results showed that: (1) CA significantly increases the production of cement during the microbial consolidation of sandy soils, and the optimum dose of carbonic anhydrase producing bacteria is reached at about 4%, which increases the production of cement by 105.3%, compared with conventional MICP. (2) The incorporation of CA improves the compressive strength and resistance of the cured body. In the range 0.25−4.00%, the unconfined compressive strength of the solidified soil sample increases with the increase of the CA bacteria content. The strength of the cured soil sample reaches 1.915 MPa when the content is 4%, which is 8.54 times the strength of the conventional MICP cured sample. (3) CA does not change the product of the MICP process, it is still calcite, but after adding CA, the grain size of the calcite is larger, the shape of the hexahedron is more standardised, and the mechanical properties are improved. (4) In the process of MICP, urease and CA co-precipitate calcium carbonate-cured sandy soil. CA can significantly accelerate the rate of urea-generated CO2 hydrate and form and, providing more favourable conditions for mineralisation.

Key words: carbonic anhydrase, microbial induced carbonate precipitation (MICP), mineralisation, urease, hydration, mechanical properties