PMID- 36988847 OWN - NLM STAT- MEDLINE DCOM- 20231229 LR - 20240106 IS - 1559-0291 (Electronic) IS - 0273-2289 (Linking) VI - 195 IP - 12 DP - 2023 Dec TI - Accelerated Reinforcement of Calcareous sand via Biomineralization with Aluminum Ion Flocculant. PG - 7197-7213 LID - 10.1007/s12010-023-04429-6 [doi] AB - Microbially induced calcium carbonate precipitation (MICP) is an immensely growing technique that utilizes the metabolic pathways of bacteria to form calcite precipitation throughout the soil matrix, leading to improve geotechnical engineering properties. However, the excessive number of treatments limited the application of MICP for strengthening calcareous sand. To reduce the number of treatments and develop efficiencies, this paper investigates the optimized treatment protocol of adding aluminum ion flocculants to the cementing solution to accelerate the curing rate of the MICP and its effect. The results show that adding a certain concentration of AlCl(3) to the cementing solution can resulted in a rapid increase in strength of the calcareous sand column. When 0.02 M aluminum chloride was added to the cementing solution, the unconfined compressive strength of the sand column reached 827 kPa after three treatments, and it reached 2 MPa after five treatments, while the control group needed to be treated 10 and 15 times, respectively, to reach equivalent strengths. In this paper, the unconfined compressive strength of the sand column formed using the proposed method was 27-40 times that of the control group at the same calcium carbonate content. The presented experimental approach can be used as a tool to design the treatment protocol for the engineering application of MICP-reinforced calcareous sand in practice. CI - (c) 2023. The Author(s), under exclusive licence to Springer Science+Business Media, LLC, part of Springer Nature. FAU - Wei, Renjie AU - Wei R AD - College of Civil and Transportation Engineering, Hohai University, Nanjing, Jiangsu, China. FAU - Peng, Jie AU - Peng J AD - College of Civil and Transportation Engineering, Hohai University, Nanjing, Jiangsu, China. peng-jie@hhu.edu.cn. FAU - Li, Liangliang AU - Li L AD - College of Civil and Transportation Engineering, Hohai University, Nanjing, Jiangsu, China. FAU - Jiang, Zhao AU - Jiang Z AD - College of Civil and Transportation Engineering, Hohai University, Nanjing, Jiangsu, China. FAU - Tang, Jiahui AU - Tang J AD - College of Civil and Transportation Engineering, Hohai University, Nanjing, Jiangsu, China. LA - eng GR - 51578214/National Natural Science Foundation of China/ GR - 2021QD07/Transformation Program of Scientific and Technological Achievements of Jiangsu Province/ PT - Journal Article DEP - 20230329 PL - United States TA - Appl Biochem Biotechnol JT - Applied biochemistry and biotechnology JID - 8208561 RN - 0 (Sand) RN - CPD4NFA903 (Aluminum) RN - 0 (Soil) RN - H0G9379FGK (Calcium Carbonate) SB - IM MH - *Sand MH - *Aluminum MH - Biomineralization MH - Soil MH - Calcium Carbonate/metabolism OTO - NOTNLM OT - Aluminum ion flocculant OT - Calcareous sand OT - MICP OT - Rapid reinforcement OT - Unconfined compressive strength EDAT- 2023/03/30 06:00 MHDA- 2023/12/29 06:42 CRDT- 2023/03/29 11:21 PHST- 2023/03/15 00:00 [accepted] PHST- 2023/12/29 06:42 [medline] PHST- 2023/03/30 06:00 [pubmed] PHST- 2023/03/29 11:21 [entrez] AID - 10.1007/s12010-023-04429-6 [pii] AID - 10.1007/s12010-023-04429-6 [doi] PST - ppublish SO - Appl Biochem Biotechnol. 2023 Dec;195(12):7197-7213. doi: 10.1007/s12010-023-04429-6. Epub 2023 Mar 29.