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author:

Lai, H.-J. (Lai, H.-J..) [1] (Scholars:赖汉江) | Cui, M.-J. (Cui, M.-J..) [2] (Scholars:崔明娟) | Wu, S.-F. (Wu, S.-F..) [3] | Chu, J. (Chu, J..) [4]

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Abstract:

One of the difficulties for the application of microbial induced carbonate precipitation (MICP) or enzyme induced carbonate precipitation (EICP) for soil treatment is to ensure uniformity in the treatment across the whole soil sample or soil profile. Methods that can be adopted to improve the uniformity of MICP or EICP treatment are reviewed and compared. Experimental data are presented to demonstrate that a newly proposed one-phase-low-pH injection method enables better uniformity to be achieved among different methods. Other factors affecting the uniformity of treatment are discussed. Measures to be adopted to enhance the uniformity of MICP or EICP treatment in sand are suggested. © 2023 American Society of Civil Engineers (ASCE). All rights reserved.

Keyword:

Community:

  • [ 1 ] [Lai, H.-J.]Zijin School of Geology and Mining, Fuzhou Univ., Fuzhou, China
  • [ 2 ] [Lai, H.-J.]Key Laboratory of Geohazard Prevention of Hilly Mountains, Ministry of Natural Resources, Fuzhou, China
  • [ 3 ] [Lai, H.-J.]Fujian Key Laboratory of Geohazard Prevention, Fuzhou, China
  • [ 4 ] [Cui, M.-J.]College of Civil Engineering, Fuzhou Univ, Fuzhou, China
  • [ 5 ] [Wu, S.-F.]School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore
  • [ 6 ] [Chu, J.]School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore

Reprint 's Address:

  • [Chu, J.]School of Civil and Environmental Engineering, Singapore

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Source :

Geotechnical Special Publication

ISSN: 0895-0563

Year: 2023

Issue: GSP 339

Volume: 2023-March

Page: 361-369

Language: English

Cited Count:

WoS CC Cited Count: 0

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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