Centrifuge Model Testing of Liquefaction Mitigation via Microbially Induced Calcite Precipitation

Author:

Darby Kathleen M.1ORCID,Hernandez Gabby L.2,DeJong Jason T.3,Boulanger Ross W.3,Gomez Michael G.4,Wilson Daniel W.5ORCID

Affiliation:

1. Senior Staff Engineer, Geosyntec Consultants, 1111 Broadway, 6th Floor Oakland, CA 94607 (corresponding author). ORCID: .

2. Water Resources Engineer, Dept. of Water Resources, Div. of Safety of Dams, 2200 X St., Sacramento, CA 95818.

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

4. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195.

5. Associate Director, Center for Geotechnical Modeling, Univ. of California, Davis, Davis, CA 95616. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference36 articles.

1. CPT-Based Liquefaction Triggering Procedure

2. Weighted Residual Numerical Differentiation Algorithm Applied to Experimental Bending Moment Data

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

4. Darby K. M. R. W. Boulanger and J. T. DeJong. 2017. “Effect of multiple shaking events on cone penetration resistances in saturated sand.” In Proc. 3rd Int. Conf. on Performance-Based Design in Earthquake Geotechnical Engineering (PBD-III) edited by M. Taiebat et al. London: ISSMGE Technical Committee.

5. Progressive Changes in Liquefaction and Cone Penetration Resistance across Multiple Shaking Events in Centrifuge Tests

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