Field Trials of Microbially Induced Desaturation in Low-Plasticity Silt

Author:

Moug Diane M.1ORCID,Sorenson Kayla R.2ORCID,Khosravifar Arash3ORCID,Preciado Melissa4,Stallings Young Elizabeth5,van Paassen Leon6,Kavazanjian Edward7ORCID,Zhang Benchen8,Stokoe Kenneth H.9,Menq Farnyuh M.10,Wang Yumei11

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Portland State Univ., Portland, OR 95701 (corresponding author). ORCID: .

2. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Portland State Univ., Portland, OR 95701. ORCID: .

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Portland State Univ., Portland, OR 95701. ORCID: .

4. Staff Engineer, GRI Inc., 16520 SW Upper Boones Ferry Rd. Suite 100, Portland, OR 97224.

5. Graduate Research Assistant, School of Sustainable Engineering and the Built Environment, Arizona State Univ., Tempe, AR 85287.

6. Associate Professor, School of Sustainable Engineering and the Built Environment, Arizona State Univ., Tempe, AR 85287.

7. Regents Professor and Ira. A. Fulton Professor of Geotechnical Engineering, School of Sustainable Engineering and the Built Environment, Arizona State Univ., Tempe, AR 85287. ORCID: .

8. Senior Staff Engineer, Beyond Engineering and Testing, 3801 Doris Lane Suite B, Round Rock, TX 78664.

9. Professor Jennie C. and Milton T. Graves Chair in Engineering, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Texas at Austin, Austin, TX 78712.

10. Operations Manager, Natural Hazards Engineering Research Institute (NHERI)@UTexas, Univ. of Texas at Austin, Austin, TX 78712.

11. Affiliate Faculty, Dept. of Civil and Environmental Engineering, Portland State Univ., Portland, OR 97201.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference37 articles.

1. Liquefaction Susceptibility Criteria for Silts and Clays

2. Assessment of the Liquefaction Susceptibility of Fine-Grained Soils

3. A Direct-Push Crosshole (DPCH) Test Method for the In Situ Evaluation of High-Resolution P- and S-Wave Velocities

4. Cox B. R. K. A. McLaughlin S. van Ballegooy M. Cubrinovski R. Boulanger and L. Wotherspoon. 2017. “In-situ investigation of false-positive liquefaction sites in Christchurch New Zealand: St. Teresa’s School case history.” In Proc. Performance-based Design in Earthquake Geotechnical Engineering (PBD-III). London: International Society for Soil Mechanics and Geotechnical Engineering.

5. Liquefaction Response of Partially Saturated Sands. I: Experimental Results

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