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  4. Mechanics, Modeling, and Upscaling of Biocemented Soils: A Review of Breakthroughs and Challenges
 
review article

Mechanics, Modeling, and Upscaling of Biocemented Soils: A Review of Breakthroughs and Challenges

Harran, Ray  
•
Terzis, Dimitrios  
•
Laloui, Lyesse  
September 1, 2023
International Journal Of Geomechanics

Biogeotechnical research has inspired revolutionary ideas to claim the status of a distinctive branch of geotechnical engineering. Most notably, underground carbonate mineralization, most commonly referred to as microbially induced carbonate precipitation (MICP), has been seen as a promising solution to mitigate multiple problems, most notably increasing the bearing capacity of soils, slope stabilization, liquefaction mitigation, and erosion protection. To date, it is fair to say that MICP has moved past the proof-of-concept phase and is growing in terms of technology readiness. In this work, a comprehensive review is provided, ranging from MICP's core fundamentals to recent breakthroughs and milestones, specifically targeting three core axes, namely, the achieved mechanical performance, modeling approaches, and upscaling considerations. From the return of experience in over two decades of research and considering the most recent opportunities and challenges, this review covers more than 150 articles published after 2019, introduces a synthesis of the trends in mechanical performance captured for biocemented materials, and concludes with a holistic overview of the future prospects of biocementation.

  • Details
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Type
review article
DOI
10.1061/IJGNAI.GMENG-8446
Web of Science ID

WOS:001030064800029

Author(s)
Harran, Ray  
Terzis, Dimitrios  
Laloui, Lyesse  
Date Issued

2023-09-01

Publisher

ASCE-AMER SOC CIVIL ENGINEERS

Published in
International Journal Of Geomechanics
Volume

23

Issue

9

Article Number

03123004

Subjects

Engineering, Geological

•

Engineering

•

microbially induced carbonate precipitation (micp)

•

biocementation

•

soil improvement

•

mechanics

•

modeling

•

upscaling

•

induced calcite precipitation

•

induced carbonate precipitation

•

bio-cementation

•

liquefaction resistance

•

experimental optimization

•

tensile-strength

•

sand soil

•

behavior

•

improvement

•

urease

Editorial or Peer reviewed

REVIEWED

Written at

EPFL

EPFL units
LMS  
Available on Infoscience
August 14, 2023
Use this identifier to reference this record
https://infoscience.epfl.ch/handle/20.500.14299/199703
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