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Potential of Biopolymer-Enhanced EICP Biocementation in Rock Mass

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

Mechanical properties of rocks can be altered due to biocementation processes. This approach utilizes biologically induced chemical reactions to alter rock characteristics. For biocementation to occur, biological agents like biopolymers and enzymes (EICP) are required to facilitate this process. However, there is still a lack of knowledge on the potential of biopolymer-enhanced enzyme biocementation in rock masses. Therefore, this work studied the potential of biopolymer-enhanced EICP (BP-EICP) biocementation and its impact on the mechanical properties of rocks. First, biocementation treatment of sandstone samples was conducted using enzymes and biopolymers over a 3-day period. Subsequently, the mechanical properties were obtained using a uniaxial compression test. Finally, the pre- and post-biocementation changes in the rock samples were analyzed to better understand the mechanical behavior of biocemented rock masses. The results indicate that BP-EICP biocementation has the potential to improve the uniaxial compressive strength (UCS) of weak rocks (+210%) than existing EICP biocementation method.

Original languageEnglish (US)
Title of host publicationGeo-Congress 2026
Subtitle of host publicationSite Characterization, Rock Mechanics, and Unsaturated Soils - Selected papers from Geo-Congress 2026
EditorsJack Montgomery, Brady R. Cox
PublisherAmerican Society of Civil Engineers (ASCE)
Pages427-434
Number of pages8
ISBN (Electronic)9780784486740
DOIs
StatePublished - 2026
EventGeo-Congress 2026: Site Characterization, Rock Mechanics, and Unsaturated Soils - Salt Lake City, United States
Duration: Mar 9 2026Mar 12 2026

Publication series

NameGeo-Congress 2026: Site Characterization, Rock Mechanics, and Unsaturated Soils - Selected papers from Geo-Congress 2026

Conference

ConferenceGeo-Congress 2026: Site Characterization, Rock Mechanics, and Unsaturated Soils
Country/TerritoryUnited States
CitySalt Lake City
Period3/9/263/12/26

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Geophysics

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