Dissolution Behavior of Ureolytic Biocementation: Physical Experiments and Reactive Transport Modeling-Reference-Cited by-同舟云学术

Dissolution Behavior of Ureolytic Biocementation: Physical Experiments and Reactive Transport Modeling

Published:2023-09 Issue:9 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ribeiro Bruna G. O.¹^ORCID,Gomez Michael G.²^ORCID

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195. ORCID: .

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11275

Reference63 articles.

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2. Al Qabany A. and K. Soga. 2014. “Effect of chemical treatment used in MICP on engineering properties of cemented soils.” In Proc. Bio- and Chemo-Mechanical Processes in Geotechnical Engineering: Géotechnique Symp. in Print 2013 107–115. London: ICE Publishing.

3. APHA (American Public Health Association). 2005. Standard methods for the examination of water and wastewater. 19th ed. Washington, DC: APHA.

4. Baek S. H. T. H. Kwon and J. DeJong. 2022. “Impact of microbially induced calcite precipitation (MICP) on hydraulic conductivity of coarse sands.” In Proc. 20th Int. Conf. on Soil Mechanics and Geotechnical Engineering. London: International Society for Soil Mechanics and Geotechnical Engineering.

5. Precipitation of Calcite by Indigenous Microorganisms to Strengthen Liquefiable Soils

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