Mitigation of Liquefaction Triggering and Foundation Settlement by MICP Treatment

Author:

Zamani Atefeh1,Xiao Peng2,Baumer Tamar3,Carey Trevor J.4,Sawyer Brian5,DeJong Jason T.6,Boulanger Ross W.7ORCID

Affiliation:

1. Project Engineer, California Dept. of Water Resources, 1416 9th St., Sacramento, CA 95814 (corresponding author).

2. Project Engineer, Chongqing Railway Investment Group Company, 128 Zhongshan 3rd Rd., Chongqing, China.

3. Undergraduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.

4. Postdoctoral Research Scholar, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.

5. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.

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

7. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference34 articles.

1. Centrifuge Testing of Rocking Foundations on Saturated Sand and Unconnected Piles: The Fluid Response

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

3. Geotechnical aspects of the 2010 Darfield and 2011 Christchurch earthquakes, New Zealand, and geotechnical damage to structures and lifelines

4. Centrifuge cone penetration tests in sand

5. Boulanger R. W. and J. T. DeJong. 2018. “Inverse filtering procedure to correct cone penetration data for thin-layer and transition effects.” In Proc. 4th Int. Symp. on Cone Penetration Testing (CPT’18): Cone Penetration Testing 2018 Delft Netherlands: CRC Press.

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