3D Numerical Assessment of Rammed Aggregate Pier Performance under Dynamic Loading in Liquefiable Soils-Reference-Cited by-同舟云学术

3D Numerical Assessment of Rammed Aggregate Pier Performance under Dynamic Loading in Liquefiable Soils

Published:2023-03 Issue:3 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Zalachoris Georgios¹^ORCID,Zekkos Dimitrios²^ORCID,Yerro Alba³,Bowers G. Allen⁴,Wissmann Kord J.⁵

Affiliation:

1. Geotechnical Engineering Consultant, ElxisGroup, 54 Vasilissis Sofias Ave., Athens 11528, Greece (corresponding author). ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California at Berkeley, Davis Hall, Berkeley, CA 94720. ORCID: .

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., 111-A Patton Hall, Blacksburg, VA 24061.

4. Area Manager–East, Geopier Foundation Company, 130 Harbour Place Drive, Suite 280, Davidson, NC 28036.

5. President, Geopier Foundation Company, 130 Harbour Place Drive, Suite 280, Davidson, NC 28036.

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-10795

Reference25 articles.

1. Blast-Induced Liquefaction for Full-Scale Foundation Testing

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3. Cubrinovski, M., R. A. Green, and L. Wotherspoon. 2011. Geotechnical reconnaissance of the 2011 Christchurch, New Zealand earthquake. Berkeley, CA: Geotechnical Extreme Events Reconnaissance Association.

4. Seismic liquefaction performance of strip foundations: Effect of ground improvement dimensions;Dimitriadi V.;Soil Dyn. Earthquake Eng.,2017

5. Finite element modeling of seismic liquefaction in soils;Galavi V.;Geotech. Eng. J. SEAGS & AGSSEA,2013

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