Reductions in Hydraulic Conductivity of Sands Caused by Microbially Induced Calcium Carbonate Precipitation-Reference-Cited by-同舟云学术

Reductions in Hydraulic Conductivity of Sands Caused by Microbially Induced Calcium Carbonate Precipitation

Published:2024-02 Issue:2 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Baek Seung-Hun¹,Kwon Tae-Hyuk²^ORCID,DeJong Jason T.³^ORCID

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Korea Advanced Institute of Science and Technology, Daejeon 34141, Korea.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Korea Advanced Institute of Science and Technology, Daejeon 34141, Korea (corresponding author). ORCID: .

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, Davis, CA 95616. 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-11570

Reference60 articles.

1. Effect of chemical treatment used in MICP on engineering properties of cemented soils

2. Factors Affecting Efficiency of Microbially Induced Calcite Precipitation

3. Investigating biomineralization using synchrotron based X-ray computed microtomography

4. X‐Ray Computed Microtomography Imaging of Abiotic Carbonate Precipitation in Porous Media From a Supersaturated Solution: Insights Into Effect of CO 2 Mineral Trapping on Permeability

5. Geotechnical Tests of Sands Following Bioinduced Calcite Precipitation Catalyzed by Indigenous Bacteria

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2. Synergistic biocementation: harnessing Comamonas and Bacillus ureolytic bacteria for enhanced sand stabilization;World Journal of Microbiology and Biotechnology;2024-06-03

3. Statistical and machine learning analysis for the application of microbially induced carbonate precipitation as a physical barrier to control seawater intrusion;Journal of Contaminant Hydrology;2024-04

4. Comparative Studies on the Strength and Swell Characteristics of Cohesive Soils Using Lime and Modified Enzyme-Induced Calcite Precipitation Technique;Buildings;2024-03-27

5. Pore-scale precipitation pattern and grain-scale cementation strength by microbially induced calcium carbonate precipitation (MICP);E3S Web of Conferences;2024