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author:

Lai, Hanjiang (Lai, Hanjiang.) [1] (Scholars:赖汉江) | Ding, Xingzhi (Ding, Xingzhi.) [2] | Cui, Mingjuan (Cui, Mingjuan.) [3] (Scholars:崔明娟) | Zheng, Junjie (Zheng, Junjie.) [4] | Chu, Jian (Chu, Jian.) [5] | Chen, Zhibo (Chen, Zhibo.) [6] (Scholars:陈志波) | Zhang, Jianwei (Zhang, Jianwei.) [7]

Indexed by:

Scopus SCIE

Abstract:

Bacterial suspension is an essential component of microbially induced carbonate precipitation (MICP)based biocement and a large-scale production is required for field applications. In this study, a new bacterial concentration method is proposed to enable high concentration bacterial suspension to be produced to facilitate field work. By adding low concentration calcium to bacterial suspension, flocs are formed and bacterial cells are adsorbed on the flocs to achieve bacterial concentration. Compared to the traditional bacterial concentration method using centrifugation and freezing-drying method, the proposed method can concentrate a large volume of bacterial suspension without using special equipment. The feasibility of this method is verified by bacterial concentration tests, solution tests and sand column treatment tests. The results of both the solution test and the sand column treatment test show that the bacterial suspension concentrated by the proposed method can be effectively used for soil biocementation. There is a threshold calcium concentration that allows a complete bacterial concentration for the proposed method, and this threshold calcium concentration tends to increase linearly with the optical density of the cell suspension at a wavelength of 600 nm (OD600). (c) 2024 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/ 4.0/).

Keyword:

Bacterial concentration Biocement Biocementation (MICP) Microbially induced carbonate precipitation

Community:

  • [ 1 ] [Lai, Hanjiang]Fuzhou Univ, Zijin Sch Geol & Min, Fuzhou 350108, Peoples R China
  • [ 2 ] [Ding, Xingzhi]Fuzhou Univ, Zijin Sch Geol & Min, Fuzhou 350108, Peoples R China
  • [ 3 ] [Chen, Zhibo]Fuzhou Univ, Zijin Sch Geol & Min, Fuzhou 350108, Peoples R China
  • [ 4 ] [Lai, Hanjiang]Fujian Taiwan Sci & Technol Cooperat Base Fujian P, Fuzhou 350116, Fujian, Peoples R China
  • [ 5 ] [Ding, Xingzhi]Fujian Taiwan Sci & Technol Cooperat Base Fujian P, Fuzhou 350116, Fujian, Peoples R China
  • [ 6 ] [Chen, Zhibo]Fujian Taiwan Sci & Technol Cooperat Base Fujian P, Fuzhou 350116, Fujian, Peoples R China
  • [ 7 ] [Cui, Mingjuan]Fuzhou Univ, Coll Civil Engn, Fuzhou 350108, Peoples R China
  • [ 8 ] [Zheng, Junjie]Wuhan Univ, Sch Civil Engn, Wuhan 430072, Peoples R China
  • [ 9 ] [Chu, Jian]Nanyang Technol Univ, Sch Civil & Environm Engn, Singapore, Singapore
  • [ 10 ] [Zhang, Jianwei]Henan Univ, Sch Civil Engn & Architecture, Kaifeng 475004, Peoples R China

Reprint 's Address:

  • 崔明娟

    [Cui, Mingjuan]Fuzhou Univ, Coll Civil Engn, Fuzhou 350108, Peoples R China

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Source :

JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING

ISSN: 1674-7755

Year: 2024

Issue: 12

Volume: 16

Page: 5109-5120

9 . 4 0 0

JCR@2023

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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